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)?
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)?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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)?
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