Answer 20-22 SITUATION IV:A tension member is shown below ands subjected to a dead load of 15 kN anda live load of 20 kN. USE LRFD. Thediameter of the bolts is 16 mm. GrossArea is 150 mm?. Use Fy=250 MPa,Fu=375 MPa.100017. Compute for the safe load thatcould be carried by the tensionmember.a. 150 kNb. 500 kN c. 350 kNd. 550 kN18. Solve for the design loadPbased on yielding of gross section.a. 506.25 kNc. 350.45 kNb. 500 kNd. 316.62 kN19. Solve for the design load Pbased on ruplure of the net area.Use additional 2mm for diameter ofhole and thickness of plate is 5 mm.a. 506.25 kNb. 500 kNc. 350.45 kNd. 316.62 kN20. What is the design strength forLRFD?a. 506.25 kNb. 421.88 kNC. 350.45 kNd. 316.62 kN21. What is the design strength forASD for the rupture of the net area?a. 506.25 kNb. 500 kNc. 350.45 kNd. 264.375 kN22. Compute for the block shearstrength if the plate, see the cutsection 1 for reference.a. 481.50 kNc. 372.50 kNb. 532.50 kNd. 264.38 kN

SITUATION IV: A tension member is shown below and s subjected to a dead load of 15 kN and a live load of 20 kN. USE LRFD. The diameter of the bolts is 16 mm. Gross Area is 150 mm². Use Fy-250 MPa. Fu=375 MPa. 000 17. Compute for the safe load that could be carried by the tension member. a. 150 kN b. 500 kN

SITUATION IV: A tension member is shown below and s subjected to a dead load of 15 kN and a live load of 20 kN. USE LRFD. The diameter of the bolts is 16 mm. Gross Area is 150 mm². Use Fy-250 MPa. Fu=375 MPa. 000 17. Compute for the safe load that could be carried by the tension member. a. 150 kN b. 500 kN

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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