Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Transcribed Image Text:1. Determine the equations for slope and deflection of the beams shown
by the direct integration method. EI = constant.
a.
b.
2. Determine the slope and deflection at point B of the beam shown
using:
a. Double-integration Method
b. Moment-Area Method
c. Conjugate Beam Method
30 kN/m
9m
El- constant
E - 200 GPa
I - 1250x 10mm
3. Determine the location and magnitude of the maximum deflection of
the beam shown using:
a. Double-integration Method
b. Moment-Area Method
c. Conjugate Beam Method
Page 1 of 2
Republic of the Philippines
Bangsamoro Autonomous Region in Muslim Mindanao
PHILIPPINE ENGINEERING AND AGRO-INDUSTRIAL COLLEGE, INC.
كلية الهندسة والزراعة والصناعة الفلبينية
PEACI
Datu Gonsi St., Brgy. Lomidong, Marawi City, LDS
250 kN
B
C
6 m
3 m-
El = constant
E = 200 GPa
I = 462 (10) mm
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