The properties of WF section shown in the figure are: A = 7613 mm^2, d = 407 mm, bf = 178mm, tf = 12.80 mm and tw = 7.7 mm. The section is acted by a tensile force and attached toconnectors thru bolts.If the diameter of the bolt holes is 24 mm, calculate the net effective area of thetension member in mm^2.74517469O 6722.106348.656333.35Which of the following most nearly gives design tensile load of the member inkiloNewtons considering localized fracture failure if Fu = 400 MPa.22352241201719051900Which of the following most nearly gives allowable tensile load of the member in *kiloNewtons considering localized fracture failure if Fu = 400 MPa.12671344147515461494This is a required question ELEVATIONTOPSECTION

Answered: Image /qna-images/answer/9d90f6ea-710d-490f-b975-6b60bbeb4ef4.jpg

m, tf = 12.80 mm and tw = 7.7 mm. The section is acted by a tensile force and attached to onnectors thru bolts. f the diameter of the bolt holes is 24 mm, calculate the net effective area of the ension member in mm*2. 7451 7469 6722.10 6348.65 6333.35

m, tf = 12.80 mm and tw = 7.7 mm. The section is acted by a tensile force and attached to onnectors thru bolts. f the diameter of the bolt holes is 24 mm, calculate the net effective area of the ension member in mm*2. 7451 7469 6722.10 6348.65 6333.35

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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