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0

votes

2

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7

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2

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A: Write a short note on Moody's diagram

updated 6.7 years ago by yashbeer ★ 11k

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votes

1

answer

1.2k

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1

answer

Locate the shear centre for thin walled channel section as shown in figure. Assume the uniform section as 10mm. Cross sectional dimension are in mm.

structural analysis updated 3.7 years ago by snadith342 • 20

1

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0

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893

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Figure shows the symmetrical I- section of a cantilever beam of span 3m. Flange size 200mm x 200mm and web size 12mm x 360mm.

structural analysis updated 3.7 years ago by phenjoisilab • 0

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1

answer

3.1k

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1

answer

Define the term product of inertia. Also state its importance in structural analysis.

structural analysis updated 3.6 years ago by yerasylmakulbe671 • 10

1

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1

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2.9k

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1

answer

A hollow circular column of length 6m, external diameter 200mm and internal diameter 160mm is fixed at one end and hinged at the other end.

strength of materials updated 3.7 years ago by snadith342 • 20

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1.4k

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A 3 hinged stiffening girder of a suspension bridge of span 120m is subjected to a live load of length 25m and intensity 30KN/m moving from left to right .

structural analysis updated 3.5 years ago by phenjoisilab • 0

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824

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In an unsymmetrical cable of span 40 m is loaded as shown, find cable tension T at point D, located 15m away from left support A.

structural analysis updated 6.9 years ago by sushanth2071 • 0

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An unsymmetrical 3 hinged parabolic arch is loaded as shown in figure. Locate the position of third hinge C and determine

structural analysis updated 6.9 years ago by sushanth2071 • 0

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1

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1.9k

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A simply supported girder of span 32m is traversed by a series of four wheel loads 10KN, 20KN, 24KN, and 16KN, spaced at distances 3m, 2.5m and 4m respectively.

structural analysis updated 3.7 years ago by snadith342 • 20

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793

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Using the Unit load method or any other Energy method, determine vertical deflection of joint E of the pin jointed truss loaded as shown in figure. Take AE =Constant for all the members.

structural analysis updated 6.9 years ago by sushanth2071 • 0