RUSH PLS!! DESLOPE* DETERMINE THE MOMENT AT EACHJOINT OF THE GABLE FRAME.JT SFT rFTTAE ROOF ISTRANSMITTED TO EACHRoolbftPURLINC OVER SIMPY SUPPORTEPSECTIONC OF THE ROOF DECKING-1RFTASSUME SUPPORT A q E AREPINC AND JOINTS ARE FXEDー tr t RFTRETCONNECTED. El CONSTANTCNOTE: WITH VIPEWAY SWAY)FFNECS(NOTE: USINE SLOPE DEFLECTIONEQUATION)3t

Answered: Image /qna-images/answer/9878ab9b-5855-4d88-8e14-acc39023464f.jpg

** 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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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