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** JOINT OF THE EABLE FRAME. H त THE ROOF ISTRANSMITTED TO EACH 1200 bft PURLINC OVERSIMPY SUPPORTEP 120019ft SECTIONC OF THE ROOF DECKING- 1RFT ASSUME SUPPORT A ģ E ARE לרי PINC ANO J0INTS ARE AXED + RFT RET CONNECTED. El CONSTANT (NOTE: WITH VIPEWAY SWAY) FFNECS (NOTE: USING SLOPE DEFLECTION EQUATION)

** JOINT OF THE EABLE FRAME. H त THE ROOF ISTRANSMITTED TO EACH 1200 bft PURLINC OVERSIMPY SUPPORTEP 120019ft SECTIONC OF THE ROOF DECKING- 1RFT ASSUME SUPPORT A ģ E ARE לרי PINC ANO J0INTS ARE AXED + RFT RET CONNECTED. El CONSTANT (NOTE: WITH VIPEWAY SWAY) FFNECS (NOTE: USING SLOPE DEFLECTION EQUATION)

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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DE SLOPE * DETERMINE THE MOMENT AT EACH JOINT OF THE GABLE FRAME. JT SFT rFT TAE ROOF ISTRANSMITTED TO EACH Roolbft PURLINC OVER SIMPY SUPPORTEP SECTIONC OF THE ROOF DECKING- 1RFT ASSUME SUPPORT A q E ARE PINC AND JOINTS ARE FXED ー tr t RFT RET CONNECTED. El CONSTANT CNOTE: WITH VIPEWAY SWAY) FFNECS (NOTE: USINE SLOPE DEFLECTION EQUATION) 3t
Transcribed Image Text:DE SLOPE * DETERMINE THE MOMENT AT EACH JOINT OF THE GABLE FRAME. JT SFT rFT TAE ROOF ISTRANSMITTED TO EACH Roolbft PURLINC OVER SIMPY SUPPORTEP SECTIONC OF THE ROOF DECKING- 1RFT ASSUME SUPPORT A q E ARE PINC AND JOINTS ARE FXED ー tr t RFT RET CONNECTED. El CONSTANT CNOTE: WITH VIPEWAY SWAY) FFNECS (NOTE: USINE SLOPE DEFLECTION EQUATION) 3t
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