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я Свмо A& 400 N/m 32 2m BL * 2.3m 400 N/m #cb C * 2.2m D tite pts. B & C.

я Свмо A& 400 N/m 32 2m BL * 2.3m 400 N/m #cb C * 2.2m D tite pts. B & C.

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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-direction: graphs are given for your basis. kindly provide complete and correct answers. I will like your solution afterward. Thank you!


STRUCTURAL THEORY PROBLEM AMM & CBMOD AMM & CBM 2 MⓇ AMM & OBM A& * AREA-MOMENT & CBM for the EIA of the ff: Solve 400 N/m 2m BL * + 3m 2.3m * 400 N/m 2.2m EIA @ pts. B & C. SOKN GOKH * t 2m EIA @ pts. $ & C W 2.5m D prove that Max. deflection is at free-end. L LIST ALL THE CASES OF SUPERPOSITION L₂ OR TABULATE Topic: area moment at conjugate beam
Transcribed Image Text:STRUCTURAL THEORY PROBLEM AMM & CBMOD AMM & CBM 2 MⓇ AMM & OBM A& * AREA-MOMENT & CBM for the EIA of the ff: Solve 400 N/m 2m BL * + 3m 2.3m * 400 N/m 2.2m EIA @ pts. B & C. SOKN GOKH * t 2m EIA @ pts. $ & C W 2.5m D prove that Max. deflection is at free-end. L LIST ALL THE CASES OF SUPERPOSITION L₂ OR TABULATE Topic: area moment at conjugate beam
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