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1. 2. Strength design moment at beam end A. Strength design axial load and moment at column top C.

1. 2. Strength design moment at beam end A. Strength design axial load and moment at column top C.

Structural Analysis
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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1.0 Earthquake Load Combinations: Strength Design This example demonstrates the application of the strength design load combinations that involve the seismic load E given in NSCP 2015 ion 208.5.1.1. This will be done for the moment resisting frame shown below: Find the following: Zone 4 C₂ = 0.44 /= 1.0 p=1.1 f₁=0.5 Beam Moment at A Column C-D axial load Column Moment at C Dead Load D Beam A-B and Column C-D are elements of the special moment-resisting frame. Structural analysis has provided the following individual beam moments at A, and the column axial loads and moments at C due to dead load, office building live load, and lateral seismic forces. 135 kN-m 400 KN 55 kN-m C Live Load L 1. 2. 65 kN-m 180 KN 30 kN-m Strength design moment at beam end A. Strength design axial load and moment at column top C. Lateral Seismic Load En 165 kN-m 490 KN 220 kN-m
Transcribed Image Text:1.0 Earthquake Load Combinations: Strength Design This example demonstrates the application of the strength design load combinations that involve the seismic load E given in NSCP 2015 ion 208.5.1.1. This will be done for the moment resisting frame shown below: Find the following: Zone 4 C₂ = 0.44 /= 1.0 p=1.1 f₁=0.5 Beam Moment at A Column C-D axial load Column Moment at C Dead Load D Beam A-B and Column C-D are elements of the special moment-resisting frame. Structural analysis has provided the following individual beam moments at A, and the column axial loads and moments at C due to dead load, office building live load, and lateral seismic forces. 135 kN-m 400 KN 55 kN-m C Live Load L 1. 2. 65 kN-m 180 KN 30 kN-m Strength design moment at beam end A. Strength design axial load and moment at column top C. Lateral Seismic Load En 165 kN-m 490 KN 220 kN-m
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