MC18x42.7 3D Warehouse - SketchUp

EQ . S. PA . 7. EQ .

Mc18x42.7

See the answer. Show transcribed image text. Expert Answer . 6 MC18x42.7 " 6 " 3 " 3 ~ s p a.@ 5 " = 1 '-3 " 4" 6 6 " 3 " 5 " 5 " 5 " MC18x42.7 4" 6'-0" max. 3" (for up to 24" beam depth) (for up to 36" beam depth) 3" 6'-0" max.

at (4) locations w10x15 [6] w10x15 [6] w14x22 w16x31 w16x26 w16x31 The Topographic Factor, Kzt, accounts for effect of wind speed-up over isolated hills and escarpments (Sect. 6.5.7 and Fig. 6-4).

MC18x42.7 3D Warehouse - SketchUp

-. -. -. B spa.

MC18x42.7 3D Warehouse - SketchUp

C12X30.0. C15X33.9. MC18X42.7. C15X33.9. 32. 34. 36.

STRUCTURE MAIN STEEL. SHALL BE THE SAME AS THAT SPECIFIED FOR THE SUPER-. BE A709 GRADE 5 Feb 2011 77.236. MC18x45.8 18. 1/2.
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1516" O holes p.) A. 3/4" 0 H.S. bolts. MC18x42.7. 10'-3 7/8" C-C PLATE GIRDERS (ALONG SKEW). END DIAPHRAGM DETAILS.

Channel, Grade A36. MC18X45.8, Misc. Channel, Grade A36. MC18X51.9, Misc. Channel, Grade A36. MC18X58, Misc. Channel, Grade A36. H20 Steel Beam Standards.
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MC18x42.7 3D Warehouse - SketchUp

mn63 1'-7ƒ" 1'-1" 2'-6" mc18x42.7 interior beam diaphragm connections 3" sq. x Š" plate washers each at all two hex nuts, or equal, and two hardened ‡" dia. a307 bolts, per spec.

MC18x42.7 3D Warehouse - SketchUp

1.5 1.4 1.3 MC18x42.7 b. 1.4 1.5 1.4 7. Check concentrated load criteria in Section J10 of the AISC Specification. 8. Evaluate 7 May 2010 7'-0" EACH SIDE OF THE CENTERLINE OF EACH PIER. JOINTS 36''.

We understand that the unique applications demanding these specialty products require the utmost attention to quality and material trace-ability. mc18x42.7 mc18x42.7 top of structural concrete w10x15 [6] mc18x42.7 hss7x5x5/16 hss7x5x5/16 hss7x5x5/16 hss7x5x5/16 hss7x5x5/16 6x6 6x6 typ. at canopy plate canopy typ. hss7x5x5/16 hss7x5x5/16 hss7x5x5/16 mc18x42.7 gl 3 1/8x9 steel beam to be centered under stud wall above typ. at (4) locations w10x15 [6] w10x15 [6] w14x22 w16x31 w16x26 w16x31 The Topographic Factor, Kzt, accounts for effect of wind speed-up over isolated hills and escarpments (Sect. 6.5.7 and Fig. 6-4).