Figure 3 shows partly of a simply supported beam supports uniformly distributed characteristic dead and imposed loads, qEd, of 5 kN/m each. Assume the steel grade is S275 and the UB size is 356 x 171 x 67 kg/m, determine the beam resistance capacity of (CLO2, PLO3) a) Transverse force (use loading type c) (PLO3, CLO3) b) Deflection (PLO3, CLO3)

Figure 3 shows partly of a simply supported beam supports uniformly distributed characteristic dead and imposed loads, qEd, of 5 kN/m each. Assume the steel grade is S275 and the UB size is 356 x 171 x 67 kg/m, determine the beam resistance capacity of (CLO2, PLO3) a) Transverse force (use loading type c) (PLO3, CLO3) b) Deflection (PLO3, CLO3)

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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Question

3. Figure 3 shows partly of a simply supported beam supports uniformly distributed characteristic dead
and imposed loads, qEd, of 5 kN/m each. Assume the steel grade is S275 and the UB size is 356 x 171
x 67 kg/m, determine the beam resistance capacity of (CLO2, PLO3)
a) Transverse force (use loading type c) (PLO3, CLOS)
b) Deflection (PLOS, CLO3)
Flange width b, = 173.2 mm
Web
thickness
= 9.1 mm
h= 363.4 mm
356X171 X67 kg/m UB
Flange thickness
= 15.7 mm
Stiff bearing length s, 100 mm
Figure 3

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Step 2: Finding shear and initial selection of section.

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Step 3: finding properties of the section, strength classification and section classification.

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Step 4: Finding shear capacity and moment capacity.

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Step 5: Evaluating extra moment due to self wt. of the beam and Deflection ckeck.

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