(40) 2- The beam shown below is subjected to a uniform load of 2 kips/ft, two concentrated transverse loads of 10 kips,

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(40) 2- The beam shown below is subjected to a uniform load of 2 kips/ft, two concentrated transverse loads of 10 kips,

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40 2 The Beam Shown Below Is Subjected To A Uniform Load Of 2 Kips Ft Two Concentrated Transverse Loads Of 10 Kips 1
40 2 The Beam Shown Below Is Subjected To A Uniform Load Of 2 Kips Ft Two Concentrated Transverse Loads Of 10 Kips 1 (27.35 KiB) Viewed 22 times
40 2 The Beam Shown Below Is Subjected To A Uniform Load Of 2 Kips Ft Two Concentrated Transverse Loads Of 10 Kips 2
40 2 The Beam Shown Below Is Subjected To A Uniform Load Of 2 Kips Ft Two Concentrated Transverse Loads Of 10 Kips 2 (27.35 KiB) Viewed 22 times
40 2 The Beam Shown Below Is Subjected To A Uniform Load Of 2 Kips Ft Two Concentrated Transverse Loads Of 10 Kips 3
40 2 The Beam Shown Below Is Subjected To A Uniform Load Of 2 Kips Ft Two Concentrated Transverse Loads Of 10 Kips 3 (27.35 KiB) Viewed 22 times
(40) 2- The beam shown below is subjected to a uniform load of 2 kips/ft, two concentrated transverse loads of 10 kips, and 6 kips, a moment of 36 k.ft and a compressive axial force of 20 kips. a) Find the maximum compressive and tensile normal stresses. b) Find the maximum shearing stress. c) Find the stresses at G. (G is at 3" from the base of the cross-section) TOK A B C 36 k.ft 4' G 2 k/ft D 6 kips E 6"
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