Consider the beam and loading shown. Use P=7 kN and E= 200 GPa. (For S130 x 15, /=5.12 x 10-6 m) SE0 X 15 Determine the deflection at the midpoint C. (Round the final answer to two decimal places.) The deflection at the midpoint Cis mm 1.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Distributed load value=48 kn/m
Required information
Consider the beam and loading shown. Use P= 7 KN and E= 200 GPa. (For S130 x 15, /= 5.12 x 10-6 m)
IN
S130 X 15
Determine the deflection at the midpoint C. (Round the final answer to two decimal places.)
The deflection at the midpoint Cis
mm 1.
Transcribed Image Text:Required information Consider the beam and loading shown. Use P= 7 KN and E= 200 GPa. (For S130 x 15, /= 5.12 x 10-6 m) IN S130 X 15 Determine the deflection at the midpoint C. (Round the final answer to two decimal places.) The deflection at the midpoint Cis mm 1.
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