*16-52 The simply supported beam carries a uniform load of 30 kN/m. Code restrictions, due to a plaster ceiling, require the maximum deflection not to exceed 1/360 of the span length. Sclect the lightest-weight A992 steel wide-flange beam from Appehdix B that will satisfy this requirement and safcly support the load. The alowable bending stress is Tlo- 168 MPa and the allowahble shcar stress is Talow - 100 MPa. Assume A is a pin and Ba roller support. 40 kN 40 kN 30 kNim -2.4 m- -1.2 m-

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Q: 1. Y 3 r= 3" 1"

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Q: Determine the Vertical Deflection at the hinge E- 29x103 ksi = 80 in 4 5 k internal hinge 1.2I 3'

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Q: ch material at point H, which is located at a distance of a - 1.4 in. above the zo

A: data we have b = 1.1 in d = 6.0 in t =0.50 in ∈1 =2200 ksi∈2 = 28000 ksi  Moduli ratio m = ∈2∈1…

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A: Given:- Span = 4m Simple Supported beam Tensile stress = 35N/mm2  To find:- w, δmax compressive

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Q: HW Draw S.t,B.M and elasticaiagams for the beam Shown beloi by using method of equations? low 4 KW…

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Q: 1.2 9k 7k 3k 4k 6k A 3' 3' 3' 3-2-1

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Q: For the steel frame below, assume the combined factored load on this floor-bound by A1A3C3C1 is 8.5…

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Q: 2. A W21 x 62 section, used as a cantilever beam is loaded by a uniformly distributed load and a…

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Q: 12-87. The W12 X 45 simply supported beam is made of A-36 steel and is subjected to the loading…

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Q: Q4: Calculate the forces induced in members KL, CL, and CB by the 20-ton load on the cantilever…

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Q: What is the maximum deflection of this beam? W (P-WL2)/2 El L3 (8P-3WL)/(24 El) (8P-3WL)/(12 EI) L3…

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Q: Select the lightest wide flange section that can safely support the loading. The beam has allowable…

A: The given figure is shown below:

Q: Find the vertical deflection under the load. 16 k 9' C D E A I 1.5I I 6' 12' 6'

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Q: Select an A992 (Es= 345 MPa and Fu= 450 MPa) W-shape for the floor beam AB of the floor system…

A: Given Data: The thickness of the floor is, t=125 mm The unit weight of concrete is, wc=24 kN/m3 The…

Q: For the beam(300x800mm) to carried the loads shown in the figure below,design the steel…

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Q: Determine the Vertical Deflection at the hinge E- 29x103 K Si 80 in4 5 k internal hinge 1. 2I 3'

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Q: F4-33. Replace the loading system by an equivalent resultant force and specify where the resultant's…

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Q: Use "Unit Load method" & Mueller-Breslau Principle Please Influence Lines for: MA VA MB V8 0.5L 0.5L

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Q: DESIGN FOR TENSION ONLY (ACI METHOD fe=21mPa fy=276 MPa Strength Design 2015 NSCP SPAN 1: DL= 8 KN 름…

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Q: An aluminum association standard l-beam 8x6.8181, uniformly distributed load of 1125lb/ft over a…

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Q: For the beam shown Pind IL. Por RA dueto uniferm load (skNim) and concentrated load (lokn) only…

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Q: Compute for the ultimate moment capacity of an am simply supported steel beam with the properties…

A: Answer  (a) Unbraced length Lb =3 m, Cb =1 Lp = 1.76ryEFy Lp = 1.76*21.51200000250 Lp = 1070.77 mm…

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