consider the moment-resisting frame. Use the portal method of analysis. Use P2 = 4 kips                      What is the shear force in the bottom beams (absolute value)? P1 = 2 kips                       What is the shear force in member EH (absolute value)? h = 11'                               What is the horizontal reaction at H (absolute value)? b = 25'                                What is the bending moment in the top beams (absolute value)? (please ignore black markings) What is the vertical reaction at I (tension positive)?

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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consider the moment-resisting frame. Use the portal method of analysis. Use

  • P2 = 4 kips                      What is the shear force in the bottom beams (absolute value)?
  • P1 = 2 kips                       What is the shear force in member EH (absolute value)?
  • h = 11'                               What is the horizontal reaction at H (absolute value)?
  • b = 25'                                What is the bending moment in the top beams (absolute value)?
  • (please ignore black markings) What is the vertical reaction at I (tension positive)?
P₂
P₁
A
1
Common Geometry & loading.
b
J
Moment Resisting Frame
Diagonally Braced Frame
1
Chevron Braced
Frame
Transcribed Image Text:P₂ P₁ A 1 Common Geometry & loading. b J Moment Resisting Frame Diagonally Braced Frame 1 Chevron Braced Frame
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