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HomeMy WebLinkAboutMadison Health & City of Rexburg_Monument Footing SpecsA B C D I E I F I G H I 1 STEEL COLUMN DESIGN 2 Project: Madison Health 3 Descript: Rexburg Monument Sign 4 5 6 Areas Subject to Wind Forces 7 Height Width Area Centroid Wind 8 Description ft ft (s ft) ft s 9 1) 12.00 15.00 180 00 6.0 41.9 10 2) 11 3) 12 _ 4) 13 5) 14 6) 15 7) 16 8) 17 18 Calculation of Design Forces at Critical Heights 19 20 y l;ft} M W) V(#) y (ft) M (9) V(#) 21 @ grade 46.235 7,539 7-00 22 -5.00 7.00 23 7.00 7.00 24 25 Column Support Design Table 26 27 # of Column Column Length Start End Sleeve S act fb 28 Cols Type Size Elev Elev Depth 29 P. TS ft ft ft in in^3 ksi 30 2 TS 5X0(.25 -5.00 -5.00 N/A 6.78 40.0 31 FALSE 7.00 7-00 FALSE " #DIV/0! 32 FALSE 7.00 7.00 FALSE " #DIV/0! 33 FALSE 7.00 7.00 FALSE #DIV/0! 34 FALSE 7.00 7-00 FALSE #DIV/0! 35 FALSE 7.00 7.00 FALSE #DIV/0! 36 Section 37 Allowable Bending Stresses Properties 38 39 Column Column Criteria Stress increase factor- 1.33 46 Type Size 41 TS 5XX.25 bit <190/sgr(Fy) so... Fb-- 0.66Fy 404 ksi 42 FALSE help #N/A so... Fb-- #N/A #N/A ksi 43 FALSE help #N/A so... Fb-- #N/A #N/A ksi r _r40,11Ar I ` 208.523.8540 ofir- V 2274 W. Heritage Circle 208.542.6284oinea Idaho Falls, Idaho 83402 Sales Person: Andrew Petersen (208) 715-2767 i A I B I C I D I E I F I G I H I I 1 LATERAL BEARING PIER AND CAISSON FOOTINGS 2 Project: Madison Health 3 Descript: Rexburg Monument Sign 4 5 6 # Footings= 2 Moment/Footing, M= 22.618 lb-ft 7 Pass lat soil res q= 200 psf Composite Centroid, h= 6.00 ft 8 Equiv Concentrated Load, P= M/h= 3,770 lb 9 10 Rectangular Pier 11 12 Width, W= 5.0 ft, parallel to sign face 13 Length, L= 5.0 ft, perpendicular to sign face 14 Depth D= (A/2)(1+ SQR(1 + (4.36h)/A))= 4.7 ft 15 16 S1= (2)(gxD/3)= 636 psf Cak 17 b= Sgrt(W12 + L^2)= 7.1 ft Depth 18 A= (2-34XP) / (S1xb)= 2.0 19 20 Round Caisson 21 22 Diameter, b= ft_ round augered hole 23 Depth, D= (A/2)(1+ SQR(1 + (4.36h)/A))= ft 24 25 S1= (q)(2KD/3)= 792 psf Calc 261 A= (2.34 P) / (S1xb)= 2.14 Depth 27 28 Foundation Bearing Check 29 30 Allowable Bearing Pressure= 1,330 psf. 1994 UBC table 18-1-A. at grade 31 Square Round 32 Sign Wt= lb Sign Wt= lb 33 Base Wt=" 17,611 lb Base Wt=" 0 lb 34 Area=" 25.0 sgft Area=' 0.0 sqft 35 q max=" 704 psf, soil q max=#DIV/01 psf,soil 36 OK, wish depth increase #DIV/0! 37 38 Concrete Volume 39 40 Outside Width of Column= in 41 Depth of Column in Footing= ft 42 43 Volume of Concrete per Footing= 4.3 cubic yards (+-) 44 Total Order Volume of Concrete= 8.7 cubic yards +- SIGNED APPROVAL FOR PRODUCTION DATE This Is an original unpublished Design created by Sign Pro. It is subject to copyright laws. The drawings are submitted to you in confidence, it is not to be shown or exhibited to anyone outside of your organization, nor used, reproduced, copied or exhibited in any fashion without written consent. The designs show on the © Copyright 2023 drawings (except for any registered trademarks that may belong to a client of Sign Pro) remain the property of Sign Pro. ELECTRICAL CONTRACTOR LICENSE NUMBER 29265 MEMBER �D illi LISTED 1 ® www.GoSignPro.com Q andrew@gosignpro.com