1- An unbraced frame is shown below.Using LRFD only find the effective length factor and check the adequacy of column AB to carry the applied load of 1200k with respect to x-axis. (Fy-50ksi; a-1.0) (1 for W24x76=2100 in¹) W14x99 W24 X 76 B W24 × 76 14 ft + IFIF W14 X 99 14 ft 7777. 30 ft 30 ft 4 P₁ =

1- An unbraced frame is shown below.Using LRFD only find the effective length factor and check the adequacy of column AB to carry the applied load of 1200k with respect to x-axis. (Fy-50ksi; a-1.0) (1 for W24x76=2100 in¹) W14x99 W24 X 76 B W24 × 76 14 ft + IFIF W14 X 99 14 ft 7777. 30 ft 30 ft 4 P₁ =

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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