your ID No., kN/m) uniformly distributed load will be applied in the entire beam span and another 15 kN/m (plus half of the last two digits of your ID No., kN/m) uniformly distributed load will be applied in column. The beam section is illustrated in Figure 2b. Hint: after solving vertical reaction in the roller support, cut the beam 6 m from the roller support to get the moment for flexural stress

your ID No., kN/m) uniformly distributed load will be applied in the entire beam span and another 15 kN/m (plus half of the last two digits of your ID No., kN/m) uniformly distributed load will be applied in column. The beam section is illustrated in Figure 2b. Hint: after solving vertical reaction in the roller support, cut the beam 6 m from the roller support to get the moment for flexural stress

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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Concept explainers

Introduction to Engineering Design

Students are often confused with engineering and design. The term engineering design has two words with different meanings, engineering, and design. The term engineering implies applications of laws and principles of science to design and analyze physical structures and components. In civil engineering, students apply the concept of physics and chemistry to design and build structures and buildings. In engineering disciplines, the term design means determining the dimensions, loads, and associated influences on the component due to the applied loads such as stresses and deformations. The estimation of such parameters is crucial to make the component or structure foolproof.

Question

Don't be confused, the 10 kn will be 18 kn and 15kn/m will be 31 kn/m. Disregard the id things. Upvote guaranteed

Determine the flexural compressive and tensile (kPa) stresses 6 m from the roller support of the
beam in the frame structure shown in Figure 2a, if 10 kN/m (plus quarter of the last two digits of
your ID No., kN/m) uniformly distributed load will be applied in the entire beam span and another 15
kN/m (plus half of the last two digits of your ID No., kN/m) uniformly distributed load will be
applied in column. The beam section is illustrated in Figure 2b. Hint: after solving vertical reaction
in the roller support, cut the beam 6 m from the roller support to get the moment for flexural stress
100
200
100 1 100 100
40 KN
4 m
50 KN
4 m
600
7 m
4 m
(a)
(b)
Figure 2. Frame structure with: (a) applied loads, and (b) bcam scction in mm units
001 T COLT OL
COLT 00L

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