Semester : SEMESTER 4
Subject : Structural Analysis- I
Year : 2018
Term : APRIL
Branch : CIVIL ENGINEERING
Scheme : 2015 Full Time
Course Code : CE 202
Page:2
نہ
B4809 Pages: 3
PART B
Answer any two full questions, each carries 15 marks.
Determine the force in the member BE. Axial rigidity AE of all members is (15)
constant.
Analyse the beam shown using consistent deformation method and draw the SFD (15) and
BMD
4kN/m
A spelt Eh es 2
ए ۶
ணை 15m سے 20m لده
Compute the absolute maximum bending moment for the beam having span of 30 m (15) and
loaded with a series of concentrated loads moving across the span as shown in Figure.
100kN 2501 1000 150൦: 10017
| “|~ [~| |
^ स रे
அணத 30m
PART C
Answer any two full questions, each carries 20 marks.
a) Cable ABCD supports the loading shown. Determine the maximum tension in the
(10) cable and sag of point B.
401 6012
b) The cable supports the uniform load of w=8kN/m. Determine the tension in the
(10) cable at each support A and 8.
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