Situation 16.The L150x100x12mm, A36 Steel (Fy = 248 MPa, Fu = 400 MPa) shown in the figurehas one line of 22-mm-diameter bolts in each leg. The bolts along each line arespaced 100 mm on centers and are staggered 50 mm with respect to each other.62.5150 mm87.5IN37.5100 mm52.Calculate the allowablegross area given thatstrength of the member in kN based on yielding of1.67.=53.Calculate the critical net area of the member in mm^2 if the damaged holediameter is 4 mm bigger than the bolt diameter.54.Calculate the allowable strength of the member in kN based on tensile ruptureif Q = 2.0.62.5

Answered: Image /qna-images/answer/97d1dcfe-b824-489d-ab41-209bde45197f.jpg

Situation 16. The L150x100x12mm, A36 Steel (Fy = 248 MPa, Fu = 400 MPa) shown in the figure has one line of 22-mm-diameter bolts in each leg. The bolts along each line are spaced 100 mm on centers and are staggered 50 mm with respect to each other. 62.5 150 mm 87.5 INN 37.5 100 mm 52. Calculate the allowable strength of the member in kN based on yielding of gross area given that Q2 = 1.67. 53. Calculate the critical net area of the member in mm^2 if the damaged hole diameter is 4 mm bigger than the bolt diameter. 54. Calculate the allowable strength of the member in kN based on tensile rupture if Q = 2.0. 62.5

Situation 16. The L150x100x12mm, A36 Steel (Fy = 248 MPa, Fu = 400 MPa) shown in the figure has one line of 22-mm-diameter bolts in each leg. The bolts along each line are spaced 100 mm on centers and are staggered 50 mm with respect to each other. 62.5 150 mm 87.5 INN 37.5 100 mm 52. Calculate the allowable strength of the member in kN based on yielding of gross area given that Q2 = 1.67. 53. Calculate the critical net area of the member in mm^2 if the damaged hole diameter is 4 mm bigger than the bolt diameter. 54. Calculate the allowable strength of the member in kN based on tensile rupture if Q = 2.0. 62.5

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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