please show all the solutions step by step 5.0 The tension member shown is a PL 16 × 250, and the steel is A36. The bolts are shown are 22 mm in diameter.a. Determine the design strength for LRFD.b. Determine the allowable strength for ASD.5050757550757550Ans. a) Pu = 892.8 kN; b) Pa = 595.2 kN6.0 The tension member shown is an L150 x 87.5 x 8. The bolts are 19 mm in diameter. If A36 steel is used, is themember adequate for a service dead load of 138 kN and a service live load of 138 kN?a. Use LRFD.b. Use ASD.50

5.0 The tension member shown is a PL 16 x 250, and the steel is A36. The bolts are shown are 22 mm in diameter. a. Determine the design strength for LRFD. b. Determine the allowable strength for ASD. 50 75 75 50 75 75 50 Ans. a) Pu = 892.8 kN; b) Pa = 595.2 kN 6.0 The tension member shown is an L150 x 87.5 x 8. The bolts are 19 mm in diameter. If A36 steel is used, is the member adequate for a service dead load of 138 kN and a service live load of 138 kN? a. Use LRFD. b. Use ASD. 50

5.0 The tension member shown is a PL 16 x 250, and the steel is A36. The bolts are shown are 22 mm in diameter. a. Determine the design strength for LRFD. b. Determine the allowable strength for ASD. 50 75 75 50 75 75 50 Ans. a) Pu = 892.8 kN; b) Pa = 595.2 kN 6.0 The tension member shown is an L150 x 87.5 x 8. The bolts are 19 mm in diameter. If A36 steel is used, is the member adequate for a service dead load of 138 kN and a service live load of 138 kN? a. Use LRFD. b. Use ASD. 50

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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