Example The compressive gravity axial load for a building column are: L = 300 k, D = 150 k and L₁ = 60 k. The compressive axial force in the column due to other loads are: wind= 70 k, seismic = 50 k. Tensile axial force in the column due to other loads are: wind= 60 k, seismic = 40 k. Determine the critical design loads based on the AISC load combinations. Compressive loads are positive (this is an arbitrary choice). Homework 1: Write the load combinations and find the max. and min. loads applied to the column for each of the LRFD method and ASD method

Example The compressive gravity axial load for a building column are: L = 300 k, D = 150 k and L₁ = 60 k. The compressive axial force in the column due to other loads are: wind= 70 k, seismic = 50 k. Tensile axial force in the column due to other loads are: wind= 60 k, seismic = 40 k. Determine the critical design loads based on the AISC load combinations. Compressive loads are positive (this is an arbitrary choice). Homework 1: Write the load combinations and find the max. and min. loads applied to the column for each of the LRFD method and ASD method

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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