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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. Beam Moment at A Column C-D axial load Column Moment at C Dead Load D 135 kN-m 400 KN 55 kN-m Live Load L Determine the design axial force at C in KN Blank 1 DO NOT WRITE THE UNIT 65 kN-m 180 KN 30 kN-m Lateral Seismic Load En 165 kN-m 490 KN 220 kN-m

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. Beam Moment at A Column C-D axial load Column Moment at C Dead Load D 135 kN-m 400 KN 55 kN-m Live Load L Determine the design axial force at C in KN Blank 1 DO NOT WRITE THE UNIT 65 kN-m 180 KN 30 kN-m Lateral Seismic Load En 165 kN-m 490 KN 220 kN-m

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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A Beam Moment at A Column C-D axial load Column Moment at C Zone 4 / = 1.0 P= 1.2 f₁ = 0.5 Na=1.0, Soil Profile type=Sc B Dead Load D 135 kN-m 400 KN 55 kN-m 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. Live Load L Determine the design axial force at C in KN Blank 1 DO NOT WRITE THE UNIT 65 kN-m 180 KN C 30 kN-m D ... Lateral Seismic Load En 165 kN-m 490 KN 220 kN-m
Transcribed Image Text:A Beam Moment at A Column C-D axial load Column Moment at C Zone 4 / = 1.0 P= 1.2 f₁ = 0.5 Na=1.0, Soil Profile type=Sc B Dead Load D 135 kN-m 400 KN 55 kN-m 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. Live Load L Determine the design axial force at C in KN Blank 1 DO NOT WRITE THE UNIT 65 kN-m 180 KN C 30 kN-m D ... Lateral Seismic Load En 165 kN-m 490 KN 220 kN-m
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