W310x60Calculate the maximumA36 Fy = 250, Fu = 400FIG. 1service dead and live load ofthe FIG. 1 shown consideringALL EDGE DIST. = 50mmC. to C. DIST. = 75mmplate and flange failure. Theconnection is 80% efficient,therefore U = 0.80.PL240×12.7PL240X12.7A36 Fy = 250 MPaFu = 400O o OM22 bolts

Answered: Image /qna-images/answer/43a1f32e-55ae-45c9-bb2e-2e014c916437.jpg

50, 75, 75, 75 50 AHA H W310x60 Calculate the maximum A36 Fy = 250, Fu = 400 service dead and live load of FIG. 1 the FIG. 1 shown considering plate and flange failure. The connection is 80% efficient, ALL EDGE DIST. = 50mm C. to C. DIST. = 75mm HHH6 therefore U = 0.80. PL240X12.7 PL240X12.7 A36 Fy = 250 MPa Fu = 400 M22 bolts 1o o o O o o oO %3D %3D %3D

50, 75, 75, 75 50 AHA H W310x60 Calculate the maximum A36 Fy = 250, Fu = 400 service dead and live load of FIG. 1 the FIG. 1 shown considering plate and flange failure. The connection is 80% efficient, ALL EDGE DIST. = 50mm C. to C. DIST. = 75mm HHH6 therefore U = 0.80. PL240X12.7 PL240X12.7 A36 Fy = 250 MPa Fu = 400 M22 bolts 1o o o O o o oO %3D %3D %3D

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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