The beam shown in Figure P5.10-5 has lateral support only at the ends. The uniform load is a superimposed dead load, and the concentrated load of 25.000 lb (25 kips) is a live load. The live load deflection must not exceed L/360. If Ix = 4580in^4, a) determine the deflection (in inches, 3 decimal places) due to live load. Blank 1 b) Is the beam satisfactory in deflection, YES or NO. Blank 2 ... 25k 2k/ft A Y В 20' 20' 40' Blank 1 Add your answer Blank 2 Add your answer

The beam shown in Figure P5.10-5 has lateral support only at the ends. The uniform load is a superimposed dead load, and the concentrated load of 25.000 lb (25 kips) is a live load. The live load deflection must not exceed L/360. If Ix = 4580in^4, a) determine the deflection (in inches, 3 decimal places) due to live load. Blank 1 b) Is the beam satisfactory in deflection, YES or NO. Blank 2 ... 25k 2k/ft A Y В 20' 20' 40' Blank 1 Add your answer Blank 2 Add your answer

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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Subject is Reinforced Concrete Design
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