Assignment 1Answer the following questions. Submit the hardcopy of your assignment before 1600hours of the02nd June 2021.1. A fixed beam of span 6m carries a u.d.l of 10KN/m throughout the span. It also carries a centralpoint load of 20kN. Calculate the fixed end moments & draw SFD & BMD. Locate the point ofcontra flexure.20KN-10KN/mMBAЗт3m2. A parabolic arch with supports at the same level is subjected to the combined loading shownin Figure 6.4a. Determine the support reactions Ay and By, horizontal reactions Ax and Bx aswell as the normal thrust and radial shear at a point just to the left of the 150 kN concentratedload.4 kN/m150 kN4 kN/m150 kN12 mABBBy8 m12 m20 mAyBy(a)(b)

2. Consider the given parabolic arch.

2. A parabolic arch with supports at the same level is subjected to the combined loading shown in Figure 6.4a. Determine the support reactions Ay and By, horizontal reactions Ax and Bx as well as the normal thrust and radial shear at a point just to the left of the 150 kN concentrated load. 150 kN 4 kN/m 150 kN 4 kN/m C 12 m B A B A Bx 8 m. 12 m 20 m Ay By (h)

2. A parabolic arch with supports at the same level is subjected to the combined loading shown in Figure 6.4a. Determine the support reactions Ay and By, horizontal reactions Ax and Bx as well as the normal thrust and radial shear at a point just to the left of the 150 kN concentrated load. 150 kN 4 kN/m 150 kN 4 kN/m C 12 m B A B A Bx 8 m. 12 m 20 m Ay By (h)

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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