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File Documents.427 Rio Grande Pl.0001-2023-TSTR
Clark-Reder Engineering, Inc ● 10091 Mosteller Lane, West Chester, OH 45069 ● Phone (513) 851-1223 ● Fax (513) 297-0934 ●www.clarkreder.com 7/12/2022 Technotrix Inc. 1407 Huntington Dr. Calumet City, IL Attn: Andy Kuhlman Stage deck, Transom and Guardrail Review CRE Project #: 22.601.67 Dear Andy, We have completed our analysis for the above referenced project for conformance to the structural provisions of the 2018 International Building Code. The engineering seal on this cover letter shall apply to all calculations contained herein. A review was performed on a three components used in temporary staging events including an 8’ scaffold transom, scaffold guard rail and stage deck. The transom was reviewed for its ability to support a 100psf live load in addition to a 5psf dead load assuming a standard 8’ x 4’ stage deck frames into either side of the transom. The stage deck was reviewed to support a min. of 100psf in addition to self-weight. The guard rail was checked for conformance to all provisions detailed in the IBC 2018. Self-weight and live loads were the only loads considered in this analysis. Each component of the aforementioned assemblies has been determined as adequate under the intended loads. Clark Reder Engineering Inc. should be consulted before applying loads in excess of those stated for design. We trust this information is suitable for your needs at this time. If you have any questions, please do not hesitate to contact our office. Regards, Clark-Reder Engineering, Inc. ___________________________ ___________________________ Jeffrey M. Reder, P.E. Cooper Riddle 07/12/2022 02/03/2023 Clark Reder Engineering 10091 Mosteller Lane West Chester, OH 45069 Phone: (513) 851-1223 Fax: (513) 297-0934 www.clarkreder.com Alabama Alaska Arizona Daniel J. Clark, P.E.Daniel J. Clark, S.E.Jeffrey M. Reder, P.E. P.E. #: 31076 P.E. # SE14360 P.E. # 50654 Arkansas California Colorado Daniel J. Clark, P.E.Daniel J. Clark, S.E.Jeffrey M. Reder, P.E. P.E. # 14355 P.E. # S5317 P.E. # PE0051394 Connecticut Delaware District of Columbia Daniel J. Clark, P.E.Jeffrey M. Reder, P.E.Jeffrey M. Reder, P.E. P.E. # 27576 P.E. # 17438 P.E. # S920119 07/12/2022 07/12/2022 0 7 /1 2 /2 0 2 2 07/12/2022 07/12/2022 07/12/2022 07/12/202207/12/202207/12/202207/12/2022 Project: Technotrix Standard Scaffold Client: Technotrix CRE Project #: 22.601.67 Date: 07/12/2022 Engineer: CWR 02/03/2023 Clark Reder Engineering 10091 Mosteller Lane West Chester, OH 45069 Phone: (513) 851-1223 Fax: (513) 297-0934 www.clarkreder.com Florida Georgia Hawaii Jeffrey M. Reder, P.E.Jeffrey M. Reder, P.E.Jeffrey M. Reder, P.E. P.E. # 68622 P.E. # PE034581 P.E. # 14362-S Idaho Illinois Indiana Daniel J. Clark, P.E.Jeffrey M. Reder, S.E.Jeffrey M. Reder, P.E. P.E. # 14947 P.E. # 81006866 P.E. # PE11600603 Iowa Kansas Kentucky Jeffrey M. Reder, P.E.Daniel J. Clark, P.E.Jeffrey M. Reder, P.E. P.E. # 19998 P.E. # 21809 P.E. # 23597 07/12/2022 07/12/2022 07/12/2022 07/12/2022 07/12/2022 07/12/2022 07/12/2022 07/12/2022 07/12/202207/12/2022 2 of 6 Project: Technotrix Standard Scaffold Client: Technotrix CRE Project #: 22.601.67 Date: 07/12/2022 Engineer: CWR 02/03/2023 Clark Reder Engineering 10091 Mosteller Lane West Chester, OH 45069 Phone: (513) 851-1223 Fax: (513) 297-0934 www.clarkreder.com Louisiana Maine Maryland Jeffrey M. Reder, P.E.Daniel J. Clark, P.E.Jeffrey M. Reder, P.E. P.E. # 30304 P.E. # 12873 P.E. # 38421 Massachusetts Michigan Minnesota Jeffrey M. Reder, P.E.Jeffrey M. Reder, P.E.Jeffrey M. Reder, P.E. P.E. # 48535 P.E. # 6201056952 P.E. # 56104 Mississippi Missouri Montana Daniel J. Clark, P.E.Jeffrey M. Reder, P.E.Daniel J. Clark, P.E. P.E. # 20589 P.E. # PE-2010003345 P.E. # 28452 07/12/2022 07/12/2022 07/12/2022 07/12/2022 07/12/2022 07/12/2022 07/12/2022 07/12/2022 07/12/2022 07/12/202207/12/2022 Project: Technotrix Standard Scaffold Client: Technotrix CRE Project #: 22.601.67 Date: 07/12/2022 Engineer: CWR 02/03/2023 Clark Reder Engineering 10091 Mosteller Lane West Chester, OH 45069 Phone: (513) 851-1223 Fax: (513) 297-0934 www.clarkreder.com Nebraska Nevada New Hampshire Daniel J. Clark, P.E.Jeffrey M. Reder, P.E.Daniel J. Clark, P.E. P.E. # E-14098 P.E. # 020117 P.E. # 13605 New Jersey New Mexico New York Jeffrey M. Reder, P.E.Daniel J. Clark, P.E.Jeffrey M. Reder, P.E. P.E. # 24GE05300600 P.E. # 20482 P.E. # 097763-1 North Carolina North Dakota Ohio Jeffrey M. Reder, P.E.Daniel J. Clark, P.E.Jeffrey M. Reder, P.E. P.E. # 046939 P.E. # PE-6586 P.E. # E-67450 4 of 6 12/31/2021 07/12/2022 07/12/2022 07/12/2022 07/12/2022 07/12/2022 07/12/2022 07/12/2022 07/12/2022 07/12/202207/12/2022 Project: Technotrix Standard Scaffold Client: Technotrix CRE Project #: 22.601.67 Date: 07/12/2022 Engineer: CWR 02/03/2023 Clark Reder Engineering 10091 Mosteller Lane West Chester, OH 45069 Phone: (513) 851-1223 Fax: (513) 297-0934 www.clarkreder.com Oklahoma Oregon Pennsylvania Jeffrey M. Reder, P.E.Jeffrey M. Reder, P.E.Jeffrey M. Reder, P.E. P.E. # 24780 P.E. # 93904PE P.E. # PE77455 Rhode Island South Carolina South Carolina Jeffrey M. Reder, P.E.Jeffrey M. Reder, P.E.Clark Reder Engineering P.E. # 9610 P.E. # 35797 # 4827 South Dakota Tennessee Texas Daniel J. Clark, P.E.Jeffrey M. Reder, P.E.Jeffrey M. Reder, P.E. P.E. # 10989 P.E. # 00113846 P.E. # 124100 07/12/2022 07/12/2022 07/12/2022 07/12/2022 07/12/2022 07/12/2022 07/12/2022 07/12/2022 07/12/202207/12/2022 Project: Technotrix Standard Scaffold Client: Technotrix CRE Project #: 22.601.67 Date: 07/12/2022 Engineer: CWR 02/03/2023 Clark Reder Engineering 10091 Mosteller Lane West Chester, OH 45069 Phone: (513) 851-1223 Fax: (513) 297-0934 www.clarkreder.com Utah Vermont Virginia Jeffrey M. Reder, P.E.Daniel J. Clark, P.E.Jeffrey M. Reder, P.E. P.E. # 7536302-2203 P.E. # 018.0072612 P.E. # 402061022 Washington West Virginia Wisconsin Jeffrey M. Reder, P.E.Jeffrey M. Reder, P.E.Daniel J. Clark, P.E. P.E. # 56469 P.E. # 18628 P.E. # E-41230 Wyoming Puerto Rico Guam Jeffrey M. Reder, P.E.Jeffrey M. Reder, P.E.Daniel J. Clark, S.E. P.E. # 13434 P.E. # 25845 P.E. # 1798 07/12/2022 07/12/2022 07/12/2022 07/12/2022 07/12/2022 07/12/2022 07/12/2022 07/12/2022 07/12/202207/12/2022 Project: Technotrix Standard Scaffold Client: Technotrix CRE Project #: 22.601.67 Date: 07/12/2022 Engineer: CWR 02/03/2023 Project Name: Staging Components Review 7/8/2022 CRE Project No: 22.601.67 Page 1 Clark Reder Engineering, Inc. ● 10091 Mosteller Ln; West Chester OH 45069 ● Phone (513) 851-1223 ● Fax (513) 217-9388 ● www.clarkreder.com GENERAL STRUCTURAL NOTES EVENT DATE & LOCATION 1. EVENT DATE: VARIES 2. EVENT LOCATION: VARIES CODES AND REFERENCE 1. 2018 INTERNATIONAL BUILDING CODE 2. ASCE 7-16 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES 3. ASCE 37-14 DESIGN LOADS ON STRUCTURES UNDER CONSTRUCTION 4. ALUMINUM DESIGN MANUAL, 2015 EDITION 5. AISC STEEL MANUAL, 15TH EDITION DESIGN LOADS 1. DEAD LOAD: SELFWEIGHT OF ASSEMBLY 2. LIVE LOADS: 100PSF CONSTRUCTION AND SAFETY 1. ENGINEER SHALL NOT BE RESPONSIBLE FOR MEANS, METHODS, OR SEQUENCE OF CONSTRUCTION UNLESS SPECIFICALLY STATED ON THE DRAWINGS. 2. ENGINEER HAS DESIGNED THE STRUCTURES FOR THEIR FINAL AS-BUILT CONDITION. ENGINEER IS NOT RESPONSIBLE FOR TEMPORARY STABILITY OF STRUCTURES DURING ERECTION UNLESS SPECIFICALLY STATED ON THE DRAWINGS. 3. STRUCTURE HAS BEEN DESIGNED AS A TEMPORARY STRUCTURE THAT SHALL BE IN PLACE FOR LESS THAN 6 WEEKS. ALUMINUM 1. ALUMINUM SHALL CONFORM TO THE FOLLOWING UNLESS NOTED OTHERWISE ON THE DRAWINGS: A. MEMBER ALLOY: 6005-T5 OR 6061-T6 OR 6005A-T6 B. CHANNELS, PLATES AND SHEETS: 6061-T6 C. WELD FILLER ALLOW: 4043, 5356, OR 5556 2. ALL DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO THE ALUMINUM ASSOCIATION ALUMINUM DESIGN MANUAL, CURRENT EDITION. 3. WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY LATEST EDITION. 4. FIELD CONNECTIONS SHALL BE BOLTED UNLESS SPECIFIED OTHERWISE ON THE DRAWINGS. 5. ALUMINUM TRUSS TO ALUMINUM TRUSS CONNECTION BOLTS: 5/8” DIAMETER GRADE 8 BOLTS STRUCTURAL STEEL 1. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING UNLESS NOTED OTHERWISE ON THE DRAWINGS: A. ROLLED WIDE FLANGE SHAPES: ASTM A992, FY = 50 KSI B. MISC PLATE, BAR, ANGLES AND CHANNELS: ASTM A36, FY = 36 KSI C. PIPE SHAPES: ASTM A53, TYPE E OR S, GRADE B, FY = 35 KSI D. HSS TUBES: ASTM A500 GR B, FY = 46 KSI E. HSS ROUND: ASTM A500 GR B, FY = 42KSI F. BOLTS OR SCAFFOLD CONNECTION PINS: SAE J429 GRADE 5 BOLTS (FY=92 KSI) G. TRUSS TO TRUSS CONNECTION PINS: A449 2. WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY LATEST EDITION. INSPECTIONS 1. ALL TRUSS UNITS, SCAFFOLD AND/OR OTHER RIGGING EQUIPMENT SHALL BE VISUALLY INSPECTED PRIOR TO ERECTION. DAMAGED OR CORRODED EQUIPMENT SHALL NOT BE USED. FIELD MODIFICATIONS SHALL BE APPROVED BY THE ENGINEER OF RECORD PRIOR TO INSTALLATION. 02/03/2023 RT 3"x11 2"x1 8" 4'-0" 4'-0" 33 4"1'-11 4"1'-2"1'-11 4"33 4" 3 4" MDO OR BALTIC BIRCH PLYWOOD 8' - 0 " RT 3"x11 2"x1 8" 3 4" MDO OR BALTIC BIRCH PLYWOOD DECK DETAIL 1/2" = 1'-0" SECTION PLAN DATE: CRE PROJECT NO: DRAWN BY: 10091 Mosteller Lane West Chester, OH 45069 513 851 1223 COMPONENT REVIEW ILLINOIS 04/04/2016 16.601.43 ALS / TWL S1.1 DECK DETAIL 02/03/2023 8'-0" ALUM TUBE 2"∅x1 8" RT 2"x2"x1 8" RT 2"x2"x1 8" 4" 3' - 3 " 51 4"(TYP) HANDRAIL DETAIL 3/4" = 1'-0" ALUM TUBE 11 2"∅x1 8" RT 2 " x 2 " x 1 8" RT 2 " x 2 " x 1 8" (2) L2x2x 3 16 5 8" STEEL ROD (TYP) TRANSOM DETAIL 3/4" = 1'-0" 8'-0" PLATE 3 8"(TYP) 1'-3"1'-10"1'-10"1'-10"1'-3" DATE: CRE PROJECT NO: DRAWN BY: 10091 Mosteller Lane West Chester, OH 45069 513 851 1223 COMPONENT REVIEW ILLINOIS 04/04/2016 16.601.43 ALS / TWL S1.2 HANDRAIL DETAIL TRANSOM DETAIL 02/03/2023 Clark-Reder Engineering, Inc 10091 Mosteller Lane Cincinnati, OH 45069 Phone (513) 851-1223 Fax (513) 217-9388 www.clarkreder.com Stage Deck Review (Techno Trix) Codes and Referenced Standards 2012 International Building Code· Aluminum Design Manual, 2010 ed.· American Institute of Steel Construction, Steel Construction Manual 14th Edition· American Society of Civil Engineers 7-10 (ASCE 7-10) "Minimum Design Loads for Buildings and Other Structures"· American Society of Civil Engineers 37-02 (ASC 37-02) "Design Loads on Structures During Construction"· Project Description This project is a review of a stage deck to be designed and fabricated by Techo Trix. Final assembly of stage deck will have an outside to outside dimension of 4'x8' with supports spanning the 8' direction. Stage decks will be reviewed for ability to support a 100psf Live Load in addition to self weight. Analysis Assumptions/Design Criteria Stage decks will be reviewed for 150psf Live load· Transoms will be checked for a live load of 100psf (limited by shear capacity of scaffold rosette)· Guard rail checked for conformance to 2012 IBC· Project: Staging Components Rev. CRE Project #: 16.601.43 1 of 27 Engineer:ALS 4/6/201602/03/2023 Clark-Reder Engineering, Inc 10091 Mosteller Lane Cincinnati, OH 45069 Phone (513) 851-1223 Fax (513) 217-9388 www.clarkreder.com Stage Deck Framing Stage deck framing is composed of 1 1/2" x 3" x 1/8" aluminum tubing running the 8ft span of stage deck. Tube Properties Tube width:B 1.5in:=Tube thickness:t 0.125in:= Tube height:H 3in:=Unbraced length (include K-factor):Lbx 8ft:=Lby 8ft:= Aluminum alloy: Alloy := Pipe Cross Section Properties Area:Area B H× B 2 t×-( ) H 2 t×-( )×-1.063 in 2×=:= Elastic section modulus:Sx B H 3× B 2t-( ) H 2t-( ) 3×- 6 H× 0.806 in 3×=:=Sy B3 H× B 2t-( ) 3 H 2t-( )×- 6 B× 0.528 in 3×=:= Moment of inertia:Ix B H 3× B 2t-( ) H 2t-( ) 3×- 12 1.209 in 4×=:=Iy B3 H× B 2t-( ) 3 H 2t-( )×- 12 0.396 in 4×=:= rx Ix Area 1.067 in×=:=ry Iy Area 0.611 in×=:=Radius of gyration: Polar moment of inertia:J Ix Iy+1.605 in 4×=:= Alloy Properties Safety Factors Buckling Constants Project: Staging Components Rev. CRE Project #: 16.601.43 2 of 27 Engineer:ALS 4/6/201602/03/2023 Clark-Reder Engineering, Inc 10091 Mosteller Lane Cincinnati, OH 45069 Phone (513) 851-1223 Fax (513) 217-9388 www.clarkreder.com Unwelded Welded Ultimate tensile strength:Ftu 42 ksi×=Ftuw 24 ksi×= Tensile yield strength:Fty 35 ksi×=Ftyw 15 ksi×= Compressive yield strength:Fcy 35 ksi×=Fcyw 15 ksi×= Shear yield strength:Fsy 21 ksi×=Fsyw 9 ksi×= Modulus of elasticity:Ea 10100 ksi×=Ea 10100 ksi×= End Weld Tension Capacity Section D.2a: WeldD2a :=Welded or unwelded: Allowable yield stress:Fy_D2a 1 Ωty Fty WeldD2a 1=if Ftyw otherwise ×:=Fy_D2a 21.212 ksi×= Allowable tension force:Tn_D2a Fy_D2a Area×:=Tn_D2a 22.538 kip×= Section D.2b: WeldD2b :=Welded or unwelded: Allowable yield stress:Fy_D2b 1 Ωtu Ftu WeldD2b 1=if Ftuw otherwise ×:=Fy_D2b 21.538 ksi×= Allowable tension force:Tn_D2b Fy_D2b Area×:=Tn_D2b 22.885 kip×= Tension Summary: Controlling tension capacity:Tn_tube min Tn_D2a Tn_D2b, ( ) :=Tn_tube 22.538 kip×= Controlling tension stress:Ft_tube Tn_tube Area :=Ft_tube 21.212 ksi×= Project: Staging Components Rev. CRE Project #: 16.601.43 3 of 27 Engineer:ALS 4/6/201602/03/2023 Clark-Reder Engineering, Inc 10091 Mosteller Lane Cincinnati, OH 45069 Phone (513) 851-1223 Fax (513) 217-9388 www.clarkreder.com Compression Capacity Section E.3: WeldE3 :=Welded or unwelded: Slenderness limit:S2_E3 Cc WeldE3 1=if Ccw otherwise 66=:= KL/r:KLr max Lbx rx Lby ry , 157.218=:= Allowable compressive stress: Fc_E3 1 Ωc min 0.85 Bc Dc KLr×-( ) × Fcy, WeldE3 1=if min 0.85 Bcw Dcw KLr×-( ) × Fcy, otherwise KLr S2_E3<if 0.85 π2× Ea× KLr2 otherwise ×:=Fc_E3 2.078 ksi×= Allowable axial load:Pn_E3 Fc_E3 Area×:=Pn_E3 2.207 kip×= Section B.5.4.2: WeldB542 :=Welded or unwelded: Slenderness limits:S1_B542 Bp Fcy- 1.6 D p× WeldB542 1=if Bpw Fcyw- 1.6 Dpw× otherwise 21=:= S2_B542 k1c Bp× 1.6 Dp× WeldB542 1=if k1cw Bp× 1.6 Dp× otherwise 33=:= Project: Staging Components Rev. CRE Project #: 16.601.43 4 of 27 Engineer:ALS 4/6/201602/03/2023 Clark-Reder Engineering, Inc 10091 Mosteller Lane Cincinnati, OH 45069 Phone (513) 851-1223 Fax (513) 217-9388 www.clarkreder.com B/t:bt max B H, ( ) 2 t×- t 22=:= Allowable compressive stress: Fc_B542 1 Ωc Fcy bt S1_B542<if k2c Bp Ea×× 1.6 bt× bt S2_B542>if Bp 1.6 D p× bt×-otherwise WeldB542 1=if Fcyw bt S1_B542<if k2cw Bpw Ea×× 1.6 bt× bt S2_B542>if Bpw 1.6 Dpw× bt×-otherwise otherwise ×:=Fc_B542 20.865 ksi×= Allowable compressive force:Pn_B542 Fc_B542 Area×:=Pn_B542 22.169 kip×= Compression Summary: Controlling compression capacity:Pn_tube min Pn_E3 Pn_B542, ( ) :=Pn_tube 2.207 kip×= Controlling compressive stress:Fc_tube Pn_tube Area :=Fc_tube 2.078 ksi×= Flexure Capacity Section F.8.1.2: WeldF812 :=Welded or unwelded: Moment capacity: Fb_F8121 1 Ωby 1.3 Fty× WeldF812 1=if 1.3 Ftyw× otherwise ×:=Tensile yielding:Fb_F8121 27.576 ksi×= Tensile rupture:Fb_F8122 1 Ωbu 1.42 Ftu kt × WeldF812 1=if 1.42 Ftuw kt × otherwise ×:=Fb_F8122 30.585 ksi×= Project: Staging Components Rev. CRE Project #: 16.601.43 5 of 27 Engineer:ALS 4/6/201602/03/2023 Clark-Reder Engineering, Inc 10091 Mosteller Lane Cincinnati, OH 45069 Phone (513) 851-1223 Fax (513) 217-9388 www.clarkreder.com Allowable flexural capacity: Mn_F812x min Fb_F812( ) Sx×:=Mn_F812x 22.22 kip in××= Mn_F812y min Fb_F812( ) Sy×:=Mn_F812y 14.57 kip in××= Section F.3.1: WeldF31 :=Welded or unwelded: Slenderness limits:S2_F31 Cc 1.6 2 WeldF31 1=if Ccw 1.6 2 otherwise 1685=:= Slenderness:SF31x 2 Lby× Sx× Iy J× 194.029=:=SF31y 2 Lbx× Sy× Ix J× 72.819=:= Allowable flexural stress:Fb_F31x 1 Ωby π2 Ea× 2.56 SF31x× SF31x S2_F31>if Bc 1.6 Dc× SF31x×-WeldF31 1=if Bcw 1.6 Dcw× SF31x×-otherwise otherwise ×:=Fb_F31x 20.538 ksi×= Fb_F31y 1 Ωby π2 Ea× 2.56 SF31y× SF31y S2_F31>if Bc 1.6 Dc× SF31y×-WeldF31 1=if Bcw 1.6 Dcw× SF31y×-otherwise otherwise ×:=Fb_F31y 21.824 ksi×= Allowable flexural capacity: Mn_F31x Fb_F31x Sx×:=Mn_F31x 16.549 kip in××= Mn_F31y Fb_F31y Sy×:=Mn_F31y 11.528 kip in××= Project: Staging Components Rev. CRE Project #: 16.601.43 6 of 27 Engineer:ALS 4/6/201602/03/2023 Clark-Reder Engineering, Inc 10091 Mosteller Lane Cincinnati, OH 45069 Phone (513) 851-1223 Fax (513) 217-9388 www.clarkreder.com Section B.5.5.1: WeldB551 :=Welded or unwelded:m 0.65:= Slenderness limits:S1_B551 Bbr 1.3 Fcy×- m Dbr× WeldB551 1=if Bbrw 1.3 Fcyw×- m Dbrw× otherwise 49=:= S2_B551 k1b Bbr× m Dbr× WeldB551 1=if k1b Bbrw× m Dbrw× otherwise 77=:= Slenderness:bt 22= Fb_B551 1 Ωby 1.3 Fcy× bt S1_B551<if k2b Bbr Ea×× m bt× bt S2_B551>if Bbr m Dbr× bt×-otherwise WeldB551 1=if 1.3 Fcyw× bt S1_B551<if k2b Bbrw Ea×× m bt× bt S2_B551>if Bbrw m Dbrw× bt×-otherwise otherwise ×:=Fb_B551 27.576 ksi×=Allowable flexural stress: Allowable flexural capacity: Mn_B551x Fb_B551 Sx×:=Mn_B551x 22.22 kip in××= Mn_B551y Fb_B551 Sy×:=Mn_B551y 14.566 kip in××= Project: Staging Components Rev. CRE Project #: 16.601.43 7 of 27 Engineer:ALS 4/6/201602/03/2023 Clark-Reder Engineering, Inc 10091 Mosteller Lane Cincinnati, OH 45069 Phone (513) 851-1223 Fax (513) 217-9388 www.clarkreder.com Flexural Summary: Controlling flexural capacity:Mnx_tube min Mn_F812x Mn_F31x, Mn_B551x, ( ) :=Mnx_tube 16.549 kip in××= Mny_tube min Mn_F812y Mn_F31y, Mn_B551y, ( ) :=Mny_tube 11.528 kip in××= Controlling flexural stress:Fbx_tube Mnx_tube Sx :=Fbx_tube 20.538 ksi×= Fby_tube Mny_tube Sy :=Fby_tube 21.824 ksi×= Shear capacity Section G.2: WeldG2 :=Welded or unwelded: Slenderness limits:S1_G2 Bs Fsy- 1.25 Ds× WeldG2 1=if Bsw Fsyw- 1.25 Dsw× otherwise 35=:= S2_G2 Cs 1.25 WeldG2 1=if Csw 1.25 otherwise 63=:= bt:bt 22= Project: Staging Components Rev. CRE Project #: 16.601.43 8 of 27 Engineer:ALS 4/6/201602/03/2023 Clark-Reder Engineering, Inc 10091 Mosteller Lane Cincinnati, OH 45069 Phone (513) 851-1223 Fax (513) 217-9388 www.clarkreder.com Fv_G2 1 Ωv Fsy bt S1_G2<if π2 Ea× 1.25 bt×( ) 2 bt S2_G2>if Bs 1.25 Ds× bt×-otherwise WeldG2 1=if Fsyw bt S1_G2<if π2 Ea× 1.25 bt×( ) 2 bt S2_G2>if Bsw 1.25 Dsw× bt×-otherwise otherwise ×:=Fv_G2 12.727 ksi×=Allowable shear stress: Allowable shear capacity:Vnx_G2 Fv_G2 2× B× t×:=Vnx_G2 4.773 kip×= Vny_G2 Fv_G2 2× H× t×:=Vny_G2 9.545 kip×= Shear Summary: Controlling shear capacity:Vnx_tube Vnx_G2:=Vnx_tube 4.773 kip×= Vny_tube Vny_G2:=Vny_tube 9.545 kip×= Controlling shear stress:Fvx_tube Vnx_tube 2 B× t× :=Fvx_tube 12.727 ksi×= Fvy_tube Vny_tube 2 H× t× :=Fvy_tube 12.727 ksi×= Project: Staging Components Rev. CRE Project #: 16.601.43 9 of 27 Engineer:ALS 4/6/201602/03/2023 Clark-Reder Engineering, Inc 10091 Mosteller Lane Cincinnati, OH 45069 Phone (513) 851-1223 Fax (513) 217-9388 www.clarkreder.com Component summary: Allowable Force Allowable Stress Tension capacity:Tn_tube 22.538 kip×=Ft_tube 21.212 ksi×= Compressive capacity:Pn_tube 2.207 kip×=Fc_tube 2.078 ksi×= Moment capacity:Mnx_tube 16.549 kip in××=Fbx_tube 20.538 ksi×= Mny_tube 11.528 kip in××=Fby_tube 21.824 ksi×= Shear capacity:Vnx_tube 4.773 kip×=Fvx_tube 12.727 ksi×= Vny_tube 9.545 kip×=Fvy_tube 12.727 ksi×= Live Load LL 150psf:= Required spacing to support 150psf spacing_req 8 Mnx_tube× 8ft( ) 2 LL× 13.791 in×=:= Weight of tube wttube Area γa× 1.247 plf×=:= Weight of deck (4x8)wtdeck 4ft spacing_req wttube× 8×ft 1in 35× lbf ft3 4×ft 8×ft+ 4ft 8×ft 4.002 psf×=:= Required bending strength of plywood 3/4" Plywood bply 1ft:= dply .75in:= Sply bply dply 2× 6 1.125 in 3×=:= Project: Staging Components Rev. CRE Project #: 16.601.43 10 of 27 Engineer:ALS 4/6/201602/03/2023 Clark-Reder Engineering, Inc 10091 Mosteller Lane Cincinnati, OH 45069 Phone (513) 851-1223 Fax (513) 217-9388 www.clarkreder.com spacing_req 17in:= Fb_sreq LL 1×ft spacing_req 2× 8 451.562 lbf in××=:=LIMIT TO 470 Determine maximum length of cantilevered plywood lcant 8in:= Fb.cant LL 1×ft lcant( ) 2× 2 400 lbf in××=:=LIMIT TO 470 Transom Review Determine live loads to apply in RISA ltrib.out 4in 13 16 in+13.25in 2 +0.953ft=:=Pout ltrib.out LL wtdeck+( ) × 8×ft 793.013lbf=:= ltrib.mid 13.25in 14in+ 2 1.135ft=:=Pmid ltrib.mid LL wtdeck+( ) × 8×ft 944.682lbf=:= 8' Transom A model of the 8' transom will be created in RISA 3D and loads above applied to check for adequacy with a minimum factor of safety of 2:1. Project: Staging Components Rev. CRE Project #: 16.601.43 11 of 27 Engineer:ALS 4/6/201602/03/2023 Clark-Reder Engineering, Inc 10091 Mosteller Lane Cincinnati, OH 45069 Phone (513) 851-1223 Fax (513) 217-9388 www.clarkreder.com Guard Rail Review The guard rail is mainly comprised of 2x2x1/8" aluminum sq tube and 2"ϕx1/8" aluminum pipe. Aluminum used is 6061-T6 Tube Properties Tube width:B 2in:=Tube thickness:t 0.125in:= Tube height:H 2in:=Unbraced length (include K-factor):Lbx 86.75in:=Lby 86.75in:= Aluminum alloy: Alloy := Pipe Cross Section Properties Area:Area B H× B 2 t×-( ) H 2 t×-( )×-0.938 in 2×=:= Elastic section modulus:Sx B H 3× B 2t-( ) H 2t-( ) 3×- 6 H× 0.552 in 3×=:=Sy B3 H× B 2t-( ) 3 H 2t-( )×- 6 B× 0.552 in 3×=:= Moment of inertia:Ix B H 3× B 2t-( ) H 2t-( ) 3×- 12 0.552 in 4×=:=Iy B3 H× B 2t-( ) 3 H 2t-( )×- 12 0.552 in 4×=:= rx Ix Area 0.767 in×=:=ry Iy Area 0.767 in×=:=Radius of gyration: Polar moment of inertia:J Ix Iy+1.104 in 4×=:= Alloy Properties Safety Factors Buckling Constants Project: Staging Components Rev. CRE Project #: 16.601.43 12 of 27 Engineer:ALS 4/6/201602/03/2023 Clark-Reder Engineering, Inc 10091 Mosteller Lane Cincinnati, OH 45069 Phone (513) 851-1223 Fax (513) 217-9388 www.clarkreder.com Unwelded Welded Ultimate tensile strength:Ftu 42 ksi×=Ftuw 24 ksi×= Tensile yield strength:Fty 35 ksi×=Ftyw 15 ksi×= Compressive yield strength:Fcy 35 ksi×=Fcyw 15 ksi×= Shear yield strength:Fsy 21 ksi×=Fsyw 9 ksi×= Modulus of elasticity:Ea 10100 ksi×=Ea 10100 ksi×= End Weld Tension Capacity Section D.2a: WeldD2a :=Welded or unwelded: Allowable yield stress:Fy_D2a 1 Ωty Fty WeldD2a 1=if Ftyw otherwise ×:=Fy_D2a 9.091 ksi×= Allowable tension force:Tn_D2a Fy_D2a Area×:=Tn_D2a 8.523 kip×= Section D.2b: WeldD2b :=Welded or unwelded: Allowable yield stress:Fy_D2b 1 Ωtu Ftu WeldD2b 1=if Ftuw otherwise ×:=Fy_D2b 12.308 ksi×= Allowable tension force:Tn_D2b Fy_D2b Area×:=Tn_D2b 11.538 kip×= Tension Summary: Controlling tension capacity:Tn_tube min Tn_D2a Tn_D2b, ( ) :=Tn_tube 8.523 kip×= Controlling tension stress:Ft_tube Tn_tube Area :=Ft_tube 9.091 ksi×= Project: Staging Components Rev. CRE Project #: 16.601.43 13 of 27 Engineer:ALS 4/6/201602/03/2023 Clark-Reder Engineering, Inc 10091 Mosteller Lane Cincinnati, OH 45069 Phone (513) 851-1223 Fax (513) 217-9388 www.clarkreder.com Compression Capacity Section E.3: WeldE3 :=Welded or unwelded: Slenderness limit:S2_E3 Cc WeldE3 1=if Ccw otherwise 66=:= KL/r:KLr max Lbx rx Lby ry , 113.079=:= Allowable compressive stress: Fc_E3 1 Ωc min 0.85 Bc Dc KLr×-( ) × Fcy, WeldE3 1=if min 0.85 Bcw Dcw KLr×-( ) × Fcy, otherwise KLr S2_E3<if 0.85 π2× Ea× KLr2 otherwise ×:=Fc_E3 4.016 ksi×= Allowable axial load:Pn_E3 Fc_E3 Area×:=Pn_E3 3.765 kip×= Section B.5.4.2: WeldB542 :=Welded or unwelded: Slenderness limits:S1_B542 Bp Fcy- 1.6 D p× WeldB542 1=if Bpw Fcyw- 1.6 Dpw× otherwise 28=:= S2_B542 k1c Bp× 1.6 Dp× WeldB542 1=if k1cw Bp× 1.6 Dp× otherwise 47=:= Project: Staging Components Rev. CRE Project #: 16.601.43 14 of 27 Engineer:ALS 4/6/201602/03/2023 Clark-Reder Engineering, Inc 10091 Mosteller Lane Cincinnati, OH 45069 Phone (513) 851-1223 Fax (513) 217-9388 www.clarkreder.com B/t:bt max B H, ( ) 2 t×- t 14=:= Allowable compressive stress: Fc_B542 1 Ωc Fcy bt S1_B542<if k2c Bp Ea×× 1.6 bt× bt S2_B542>if Bp 1.6 D p× bt×-otherwise WeldB542 1=if Fcyw bt S1_B542<if k2cw Bpw Ea×× 1.6 bt× bt S2_B542>if Bpw 1.6 Dpw× bt×-otherwise otherwise ×:=Fc_B542 9.091 ksi×= Allowable compressive force:Pn_B542 Fc_B542 Area×:=Pn_B542 8.523 kip×= Compression Summary: Controlling compression capacity:Pn_tube min Pn_E3 Pn_B542, ( ) :=Pn_tube 3.765 kip×= Controlling compressive stress:Fc_tube Pn_tube Area :=Fc_tube 4.016 ksi×= Flexure Capacity Section F.8.1.2: WeldF812 :=Welded or unwelded: Moment capacity: Fb_F8121 1 Ωby 1.3 Fty× WeldF812 1=if 1.3 Ftyw× otherwise ×:=Tensile yielding:Fb_F8121 11.818 ksi×= Tensile rupture:Fb_F8122 1 Ωbu 1.42 Ftu kt × WeldF812 1=if 1.42 Ftuw kt × otherwise ×:=Fb_F8122 17.477 ksi×= Project: Staging Components Rev. CRE Project #: 16.601.43 15 of 27 Engineer:ALS 4/6/201602/03/2023 Clark-Reder Engineering, Inc 10091 Mosteller Lane Cincinnati, OH 45069 Phone (513) 851-1223 Fax (513) 217-9388 www.clarkreder.com Allowable flexural capacity: Mn_F812x min Fb_F812( ) Sx×:=Mn_F812x 6.52 kip in××= Mn_F812y min Fb_F812( ) Sy×:=Mn_F812y 6.52 kip in××= Section F.3.1: WeldF31 :=Welded or unwelded: Slenderness limits:S2_F31 Cc 1.6 2 WeldF31 1=if Ccw 1.6 2 otherwise 6943=:= Slenderness:SF31x 2 Lby× Sx× Iy J× 122.683=:=SF31y 2 Lbx× Sy× Ix J× 122.683=:= Allowable flexural stress:Fb_F31x 1 Ωby π2 Ea× 2.56 SF31x× SF31x S2_F31>if Bc 1.6 Dc× SF31x×-WeldF31 1=if Bcw 1.6 Dcw× SF31x×-otherwise otherwise ×:=Fb_F31x 9.3 ksi×= Fb_F31y 1 Ωby π2 Ea× 2.56 SF31y× SF31y S2_F31>if Bc 1.6 Dc× SF31y×-WeldF31 1=if Bcw 1.6 Dcw× SF31y×-otherwise otherwise ×:=Fb_F31y 9.3 ksi×= Allowable flexural capacity: Mn_F31x Fb_F31x Sx×:=Mn_F31x 5.131 kip in××= Mn_F31y Fb_F31y Sy×:=Mn_F31y 5.131 kip in××= Project: Staging Components Rev. CRE Project #: 16.601.43 16 of 27 Engineer:ALS 4/6/201602/03/2023 Clark-Reder Engineering, Inc 10091 Mosteller Lane Cincinnati, OH 45069 Phone (513) 851-1223 Fax (513) 217-9388 www.clarkreder.com Section B.5.5.1: WeldB551 :=Welded or unwelded:m 0.65:= Slenderness limits:S1_B551 Bbr 1.3 Fcy×- m Dbr× WeldB551 1=if Bbrw 1.3 Fcyw×- m Dbrw× otherwise 157=:= S2_B551 k1b Bbr× m Dbr× WeldB551 1=if k1b Bbrw× m Dbrw× otherwise 301=:= Slenderness:bt 14= Fb_B551 1 Ωby 1.3 Fcy× bt S1_B551<if k2b Bbr Ea×× m bt× bt S2_B551>if Bbr m Dbr× bt×-otherwise WeldB551 1=if 1.3 Fcyw× bt S1_B551<if k2b Bbrw Ea×× m bt× bt S2_B551>if Bbrw m Dbrw× bt×-otherwise otherwise ×:=Fb_B551 11.818 ksi×=Allowable flexural stress: Allowable flexural capacity: Mn_B551x Fb_B551 Sx×:=Mn_B551x 6.521 kip in××= Mn_B551y Fb_B551 Sy×:=Mn_B551y 6.521 kip in××= Project: Staging Components Rev. CRE Project #: 16.601.43 17 of 27 Engineer:ALS 4/6/201602/03/2023 Clark-Reder Engineering, Inc 10091 Mosteller Lane Cincinnati, OH 45069 Phone (513) 851-1223 Fax (513) 217-9388 www.clarkreder.com Flexural Summary: Controlling flexural capacity:Mnx_tube min Mn_F812x Mn_F31x, Mn_B551x, ( ) :=Mnx_tube 5.131 kip in××= Mny_tube min Mn_F812y Mn_F31y, Mn_B551y, ( ) :=Mny_tube 5.131 kip in××= Controlling flexural stress:Fbx_tube Mnx_tube Sx :=Fbx_tube 9.3 ksi×= Fby_tube Mny_tube Sy :=Fby_tube 9.3 ksi×= Shear capacity Section G.2: WeldG2 :=Welded or unwelded: Slenderness limits:S1_G2 Bs Fsy- 1.25 Ds× WeldG2 1=if Bsw Fsyw- 1.25 Dsw× otherwise 47=:= S2_G2 Cs 1.25 WeldG2 1=if Csw 1.25 otherwise 126=:= bt:bt 14= Project: Staging Components Rev. CRE Project #: 16.601.43 18 of 27 Engineer:ALS 4/6/201602/03/2023 Clark-Reder Engineering, Inc 10091 Mosteller Lane Cincinnati, OH 45069 Phone (513) 851-1223 Fax (513) 217-9388 www.clarkreder.com Fv_G2 1 Ωv Fsy bt S1_G2<if π2 Ea× 1.25 bt×( ) 2 bt S2_G2>if Bs 1.25 Ds× bt×-otherwise WeldG2 1=if Fsyw bt S1_G2<if π2 Ea× 1.25 bt×( ) 2 bt S2_G2>if Bsw 1.25 Dsw× bt×-otherwise otherwise ×:=Fv_G2 5.455 ksi×=Allowable shear stress: Allowable shear capacity:Vnx_G2 Fv_G2 2× B× t×:=Vnx_G2 2.727 kip×= Vny_G2 Fv_G2 2× H× t×:=Vny_G2 2.727 kip×= Shear Summary: Controlling shear capacity:Vnx_tube Vnx_G2:=Vnx_tube 2.727 kip×= Vny_tube Vny_G2:=Vny_tube 2.727 kip×= Controlling shear stress:Fvx_tube Vnx_tube 2 B× t× :=Fvx_tube 5.455 ksi×= Fvy_tube Vny_tube 2 H× t× :=Fvy_tube 5.455 ksi×= Project: Staging Components Rev. CRE Project #: 16.601.43 19 of 27 Engineer:ALS 4/6/201602/03/2023 Clark-Reder Engineering, Inc 10091 Mosteller Lane Cincinnati, OH 45069 Phone (513) 851-1223 Fax (513) 217-9388 www.clarkreder.com Component summary: Allowable Force Allowable Stress Tension capacity:Tn_tube 8.523 kip×=Ft_tube 9.091 ksi×= Compressive capacity:Pn_tube 3.765 kip×=Fc_tube 4.016 ksi×= Moment capacity:Mnx_tube 5.131 kip in××=Fbx_tube 9.3 ksi×= Mny_tube 5.131 kip in××=Fby_tube 9.3 ksi×= Shear capacity:Vnx_tube 2.727 kip×=Fvx_tube 5.455 ksi×= Vny_tube 2.727 kip×=Fvy_tube 5.455 ksi×= Pipe Properties Pipe diameter:D 2in:=Pipe thickness:t 0.125in:= Aluminum alloy: Alloy :=Unbraced length (includes K-factor):Lb Lbx:= Pipe Cross Section Properties Inner diameter:D1 D 2 t×-1.75 in×=:=Radius:R D 2 1 in×=:= Moment of inertia:Ix π D4 D1 4-× 64 0.325 in 4×=:=Area:Area π D2 D1 2-× 4 0.736 in 2×=:= ry Ix Area 0.664 in×=:=Elastic section modulus:Radius of gyration:Sx π D4 D1 4-× 32 D× 0.325 in 3×=:= Alloy Properties Safety Factors Buckling Constants Project: Staging Components Rev. CRE Project #: 16.601.43 20 of 27 Engineer:ALS 4/6/201602/03/2023 Clark-Reder Engineering, Inc 10091 Mosteller Lane Cincinnati, OH 45069 Phone (513) 851-1223 Fax (513) 217-9388 www.clarkreder.com Unwelded Welded Ultimate tensile strength:Ftu 42 ksi×=Ftuw 24 ksi×= Tensile yield strength:Fty 35 ksi×=Ftyw 15 ksi×= Compressive yield strength:Fcy 35 ksi×=Fcyw 15 ksi×= Shear yield strength:Fsy 21 ksi×=Fsyw 9 ksi×= Modulus of elasticity:Ea 10100 ksi×=Ea 10100 ksi×= End Weld Tension Capacity Section D.2a: WeldD2a :=Welded or unwelded: Allowable yield stress:Fy_D2a 1 Ωty Fty WeldD2a 1=if Ftyw otherwise ×:=Fy_D2a 9.091 ksi×= Allowable tension force:Tn_D2a Fy_D2a Area×:=Tn_D2a 6.694 kip×= Section D.2b: WeldD2b :=Welded or unwelded: Allowable yield stress:Fy_D2b 1 Ωtu Ftu WeldD2b 1=if Ftuw otherwise ×:=Fy_D2b 12.308 ksi×= Allowable tension force:Tn_D2b Fy_D2b Area×:=Tn_D2b 9.062 kip×= Project: Staging Components Rev. CRE Project #: 16.601.43 21 of 27 Engineer:ALS 4/6/201602/03/2023 Clark-Reder Engineering, Inc 10091 Mosteller Lane Cincinnati, OH 45069 Phone (513) 851-1223 Fax (513) 217-9388 www.clarkreder.com Tension Summary: Controlling tension capacity: Tn_pipe min Tn_D2a Tn_D2b, Tn_weld, ( ) :=Tn_pipe 6.694 kip×= Controlling tension stress:Ft_pipe Tn_pipe Area :=Ft_pipe 9.091 ksi×= Compression Capacity Section E.3: WeldE3 :=Welded or unwelded: Slenderness limit:S2_E3 Cc WeldE3 1=if Ccw otherwise 66=:= KL/r:KLr Lb ry 130.572=:= Allowable compressive stress: Fc_E3 1 Ωc min 0.85 Bc Dc KLr×-( ) × Fcy, WeldE3 1=if min 0.85 Bcw Dcw KLr×-( ) × Fcy, otherwise KLr S2_E3<if 0.85 π2× Ea× KLr2 otherwise ×:=Fc_E3 3.012 ksi×= Allowable axial load:Pn_E3 Fc_E3 Area×:=Pn_E3 2.218 kip×= Project: Staging Components Rev. CRE Project #: 16.601.43 22 of 27 Engineer:ALS 4/6/201602/03/2023 Clark-Reder Engineering, Inc 10091 Mosteller Lane Cincinnati, OH 45069 Phone (513) 851-1223 Fax (513) 217-9388 www.clarkreder.com Section B.5.4.5: WeldB545 :=Welded or unwelded: Slenderness limits:S1_B545 Bt Fcy- Dt 2 WeldB545 1=if Btw Fcyw- Dtw 2 otherwise 46=:= S2_B545 Ct WeldB545 1=if Ctw otherwise 390=:= Rb/t:Rbt R t 8=:= Allowable compressive stress: Fc_B545 1 Ωc Fcy Rbt S1_B545<if π2 Ea× 16 Rbt× 1 Rbt 35 + 2 × Rbt S2_B545>if Bt Dt Rbt×-otherwise WeldB545 1=if Fcyw Rbt S1_B545<if π2 Ea× 16 Rbt× 1 Rbt 35 + 2 × Rbt S2_B545>if Btw Dtw Rbt×-otherwise otherwise ×:=Fc_B545 9.091 ksi×= Allowable compressive force:Pn_B545 Fc_B545 Area×:=Pn_B545 6.694 kip×= Project: Staging Components Rev. CRE Project #: 16.601.43 23 of 27 Engineer:ALS 4/6/201602/03/2023 Clark-Reder Engineering, Inc 10091 Mosteller Lane Cincinnati, OH 45069 Phone (513) 851-1223 Fax (513) 217-9388 www.clarkreder.com Compression Summary: Controlling compression capacity:Pn_pipe min Pn_E3 Pn_B545, Tn_weld, ( ) :=Pn_pipe 2.218 kip×= Controlling compressive stress:Fc_pipe Pn_pipe Area :=Fc_pipe 3.012 ksi×= Flexure Capacity Section F.8.1.2: WeldF812 :=Welded or unwelded: Moment capacity: Fb_F8121 1 Ωby 1.3 Fty× WeldF812 1=if 1.3 Ftyw× otherwise ×:=Tensile yielding:Fb_F8121 11.818 ksi×= Tensile rupture:Fb_F8122 1 Ωbu 1.42 Ftu kt × WeldF812 1=if 1.42 Ftuw kt × otherwise ×:=Fb_F8122 17.477 ksi×= Allowable flexural capacity: Mn_F812 min Fb_F812( ) Sx×:=Mn_F812 3.84 kip in××= Section F.6.1: WeldF61 :=Welded or unwelded: Compressive yielding:Mn_F611 1.17 Fcy× Sx× Ωby 8.066 kip in××=:= Tensile yielding:Mn_F612 1.17 Fty× Sx× Ωby 8.066 kip in××=:= Tensile rupture:Mn_F613 1.24 Ftu× Sx× kt Ωbu× 8.68 kip in××=:= Flexural capacity:Mn_F61 min Mn_F61( ) :=Mn_F61 8.066 kip in××= Project: Staging Components Rev. CRE Project #: 16.601.43 24 of 27 Engineer:ALS 4/6/201602/03/2023 Clark-Reder Engineering, Inc 10091 Mosteller Lane Cincinnati, OH 45069 Phone (513) 851-1223 Fax (513) 217-9388 www.clarkreder.com Section F.6.2: WeldF62 :=Welded or unwelded: Slenderness limits:S1_F62 Btb Bt- Dtb Dt- 2 WeldF62 1=if Btbw Btw- Dtbw Dtw- 2 otherwise 121=:= S2_F62 Ct WeldF62 1=if Ctw otherwise 390=:= Rb/t:Rbt 8= Fb_F62 1 Ωby Btb Dtb Rbt×-Rbt S1_F62<if π2 Ea× 16 Rbt× 1 Rbt 35 + 2 × Rbt S2_F62>if Bt Dt Rbt×-otherwise WeldF62 1=if Btbw Dtbw Rbt×-Rbt S1_F62<if π2 Ea× 16 Rbt× 1 Rbt 35 + 2 × Rbt S2_F62>if Btw Dtw Rbt×-otherwise otherwise ×:=Fb_F62 15.047 ksi×=Allowable flexural stress: Allowable flexural capacity:Mn_F62 Fb_F62 Sx×:=Mn_F62 4.89 kip in××= Project: Staging Components Rev. CRE Project #: 16.601.43 25 of 27 Engineer:ALS 4/6/201602/03/2023 Clark-Reder Engineering, Inc 10091 Mosteller Lane Cincinnati, OH 45069 Phone (513) 851-1223 Fax (513) 217-9388 www.clarkreder.com Flexural Summary: Controlling flexural capacity:Mn_pipe min Mn_F812 Mn_F61, Mn_F62, ( ) :=Mn_pipe 3.841 kip in××= Controlling flexural stress:Fb_pipe Mn_pipe Sx :=Fb_pipe 11.818 ksi×= Shear capacity Section G.3: WeldG3 :=Welded or unwelded: Slenderness limits:S1_G3 1.3 Bs× Fsy- 1.63 Ds× WeldG3 1=if 1.3 Bsw× Fsyw- 1.63 Dsw× otherwise 80=:= S2_G3 Cs 1.25 WeldG3 1=if Csw 1.25 otherwise 126=:= Length of tube from maximum to zero force:Lv 12in:= λt:λt 2.9 Rbt( ) 5 8× 4 Lv R × 19.798=:= Project: Staging Components Rev. CRE Project #: 16.601.43 26 of 27 Engineer:ALS 4/6/201602/03/2023 Clark-Reder Engineering, Inc 10091 Mosteller Lane Cincinnati, OH 45069 Phone (513) 851-1223 Fax (513) 217-9388 www.clarkreder.com Allowable shear stress: Fv_G3 1 Ωv Fsy λt S1_G3<if 1.3 π2× Ea× 1.25 λt×( ) 2 λt S2_G3>if 1.3 Bs× 1.63 Ds× λt×-otherwise WeldG3 1=if Fsyw λt S1_G3<if 1.3 π2× Ea× 1.25 λt×( ) 2 λt S2_G3>if 1.3 Bsw× 1.63 Dsw× λt×-otherwise otherwise ×:=Fv_G3 5.455 ksi×= Allowable shear capacity:Vn_G3 Fv_G3 Area 2 ×:=Vn_G3 2.008 kip×= Shear Summary: Controlling shear capacity:Vn_pipe min Vn_G3 Vn_weld, ( ) :=Vn_pipe 2.008 kip×= Controlling shear stress:Fv_pipe Vn_pipe Area 2×:=Fv_pipe 5.455 ksi×= Component summary: Allowable Force Allowable Stress Tension capacity:Tn_pipe 6.694 kip×=Ft_pipe 9.091 ksi×= Compressive capacity:Pn_pipe 2.218 kip×=Fc_pipe 3.012 ksi×= Moment capacity:Mn_pipe 3.841 kip in××=Fb_pipe 11.818 ksi×= Shear capacity:Vn_pipe 2.008 kip×=Fv_pipe 5.455 ksi×= Project: Staging Components Rev. CRE Project #: 16.601.43 27 of 27 Engineer:ALS 4/6/201602/03/2023 Clark Reder Engineering ALS 16.601.43 Guard Rail Review Guard Rail SK - 1 Apr 6, 2016 at 12:27 PM Guard Rail review.r3d N1 N2 N3 N4 N5 N6 N7 N8 N9 N10 N11 N12 N13 N14 N15 N16 N17 N18 N19 N20 N21 N22 N23 N24 N25 N26 N27 N28 N29 N30 N31 N32 N33 N34 N35 N36 N37 N38 N39 N40 N41 N42 N43 N44 N45 N46 Y XZ 02/03/2023 Clark Reder Engineering ALS 16.601.43 Guard Rail Review Test Load #1 SK - 2 Apr 6, 2016 at 12:28 PM Guard Rail review.r3d N1 N2 N3 N4 N5 N6 N7 N8 N9 N10 N11 N12 N13 N14 N15 N16 N17 N18 N19 N20 N21 N22 N23 N24 N25 N26 N27 N28 N29 N30 N31 N32 N33 N34 N35 N36 N37 N38 N39 N40 N41 N42 N43 N44 N45 N46 -50lb/ft -50lb/ft -50lb/ft Y XZ Loads: BLC 2, Test Load 02/03/2023 Clark Reder Engineering ALS 16.601.43 Guard Rail Review Test Load #2 SK - 3 Apr 6, 2016 at 12:28 PM Guard Rail review.r3d N1 N2 N3 N4 N5 N6 N7 N8 N9 N10 N11 N12 N13 N14 N15 N16 N17 N18 N19 N20 N21 N22 N23 N24 N25 N26 N27 N28 N29 N30 N31 N32 N33 N34 N35 N36 N37 N38 N39 N40 N41 N42 N43 N44 N45 N46 -50lb/ft -50lb/ft -50lb/ft -50lb/ft -50lb/ft -50lb/ft -50lb/ft -50lb/ft -50lb/ft -50lb/ft -50lb/ft -50lb/ft -50lb/ft -50lb/ft -50lb/ft -50lb/ft -50lb/ft -50lb/ft -50lb/ft Y XZ Loads: BLC 3, Test Load 2 02/03/2023 Clark Reder Engineering ALS 16.601.43 Guard Rail Review Test Load #3 SK - 4 Apr 6, 2016 at 12:28 PM Guard Rail review.r3d N1 N2 N3 N4 N5 N6 N7 N8 N9 N10 N11 N12 N13 N14 N15 N16 N17 N18 N19 N20 N21 N22 N23 N24 N25 N26 N27 N28 N29 N30 N31 N32 N33 N34 N35 N36 N37 N38 N39 N40 N41 N42 N43 N44 N45 N46 -50lb/ft -50lb/ft -50lb/ft -50lb/ft -50lb/ft -50lb/ft -50lb/ft -50lb/ft -50lb/ft -50lb/ft -50lb/ft -50lb/ft -50lb/ft -50lb/ft -50lb/ft -50lb/ft -50lb/ft Y XZ Loads: BLC 4, Test Load 3 02/03/2023 Company : Clark Reder Engineering Apr 6, 2016 12:28 PMDesigner : ALS Job Number : 16.601.43 Checked By:_____ Model Name : Guard Rail Review Basic Load Cases BLC Description Category X Gra... Y Gra... Z Grav... Joint Point Distrib...Area(... Surfac... 1 Self Weight None -1 2 Test Load None 3 3 Test Load 2 None 19 4 Test Load 3 None 17 Load Combinations Description Sol...PDeltaSRSSB...Fac...B...Fa...B...Fa... BLC Fact...BLC Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa... 1 DL + Test Load 1 Yes 1 1 2 1 2 DL + Test Load 2 Yes 1 1 3 1 3 DL + Test Load 3 Yes 1 1 4 1 Joint Reactions LC Joint Label X [k] Y [k] Z [k] MX [k-in] MY [k-in] MZ [k-in] 1 1 COG (in):X: 43.375 Y: 18.616 Z: 0 2 2 COG (in):X: 43.375 Y: 18.616 Z: 0 3 3 COG (in):X: 43.375 Y: 18.616 Z: 0 RISA-3D Version 14.0.0 Page 1 [P:\...\...\...\...\Analysis\RISA\Guard Rail review.r3d] 02/03/2023 Clark Reder Engineering, I... TMK 16.653.02 Transom 8'-0" 8' Transom - Unity Checks SK - 1 Apr 6, 2016 at 12:29 PM Transom 8'.r3d N1 N2B N2A N4C N4B N3A N7A N4A N9A N7 N2 N9 N3 N4 .92 .90 .81 .83 .93 .9 4 .4 7 .4 8 .88 .1 7 .82 .80 .1 5 .86 .2 3 .2 4 .0 2 .78.78.78.78.78 Y XZ Code Check ( LC 3 ) No Calc > 1.0 .90-1.0 .75-.90 .50-.75 0.-.50 Member Code Checks Displayed Results for LC 3, SW + Uniform Load 02/03/2023 Clark Reder Engineering, I... TMK 16.653.02 Transom 8'-0" Uniformly Distributed Load (Unfactored) SK - 2 Apr 6, 2016 at 12:30 PM Transom 8'.r3d N1 N2B N2A N4C N4B N3A N7A N4A N9A N7 N2 N9 N3 N4 -100lb/ft Y XZ Loads: BLC 3, Uniform Load 02/03/2023 Company : Clark Reder Engineering, Inc.Apr 6, 2016 12:30 PMDesigner : TMK Job Number : 16.653.02 Checked By: JMR Model Name : Transom 8'-0" Basic Load Cases BLC Description Category X Gra... Y Gra... Z Grav... Joint Point Distrib...Area(... Surfac... 1 Self Weight None -1 2 Concentrated Load None 3 Uniform Load None 1 Load Combinations Description Sol...PDeltaSRSSB...Fac...B...Fa...B...Fa... BLC Fact...BLC Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa... 1 Self Weight Yes Y 1 1 2 SW + Concentrated Load Y 1 1 2 14... 3 SW + Uniform Load Yes Y 1 1 3 8 Joint Reactions LC Joint Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 1 1 N3 0 26.721 0 0 0 0 2 1 N4 0 26.7 0 0 0 0 3 1 N2B 0 0 0 0 0 0 4 1 N4B 0 0 0 0 0 0 5 1 N3A 0 0 0 0 0 0 6 1 Totals:0 53.422 0 7 1 COG (ft):X: 3.769 Y: .405 Z: 0 8 3 N3 0 3043.389 0 0 0 0 9 3 N4 0 3043.367 0 0 0 0 10 3 N2B 0 0 0 0 0 0 11 3 N4B 0 0 0 0 0 0 12 3 N3A 0 0 0 0 0 0 13 3 Totals:0 6086.755 0 14 3 COG (ft):X: 3.771 Y: .52 Z: 0 RISA-3D Version 14.0.0 Page 1 [P:\...\...\...\...\Analysis\RISA\Transom 8'.r3d] 02/03/2023