Answered: SITUATION 1 For the figure shown, the…

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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SITUATION 1 For the figure shown, the diameter of holes is 20mm. Steel plate is made up of 10 mmw250mm wth staggered sections in the accompanying figure. Resistance tactbr for the yielcing limit state=0.9 Fy=248.8MPa, Fu=449.3M Pa Load Factors: DL=1.2, LL=1.6 Res istance factor for the fracture limit=0.75 1. Compute the netwidth for the plate in consideration for block shear. Use LRFD method a. A-B-E Path b. A-D-E Path c. A-C-D-E Path d. A-C-D Path 2. Compute the maximum design strength of the connection in relation to the answer in no.l 3. Compute the maximum value of service load T when A36 steel is usec, the live load us four times the dead load

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