rted slab for a 4 m (out-to-out) wide and 20 m (out-to-out) long waiting shed. The longitudinal beam has a size of 200 mm by 400mm. The slab carries the following superimposed dead loads: waterproofing of 0.02 kPa, ceiling load of 0.1 kPa and mechanical-electrical utilities 0.2 kPa. The superimposed live load to be applied is 1.4 kPa. The slab will be rein

Q: Design beams. Where fc' = 35 Mpa, fy = 420 Mpa. and bar 25 mm. L.L=10 KN |im+ L.L-25 kN L.L=15 kN -2…

A: Solution: Factored load: 1.2 DL+1.6 LL=1.20+1.610=16 kN=1.20+1.625=40 kN=1.20+1.615=24 kN Find the…

Q: The wall is 2.5 m high and consists of 51mm x 102mm studs plastered on one side. On the other side…

A: Given-  Wall Height=2.5m Intensity of pressure exerted by studs plaster=0.57kPa Intensity of…

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Q: If the allowable stresses are: 6t=165M, 5c = 100Mpa, T=701 Pa determinet max. value of c. KN Ans.…

A: Given A beam with T -section Required  Maximum value of distributed loading

Q: Given are the data of a continuous one -way slab. The spans given are all clear spans. For moment…

A: One way slab: When the slab is supported on two opposite sides of the slab is known as One way slab.…

Q: Title: DESIGN OF BEAM (SHEAR) PROBLEM: A rectangular beam has a clear span of 8.0 m and carries a…

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Q: A double cantilever beam 25 m long is supported 6m from the ends. Section is 300mm x 750mm. It is to…

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Q: For the slab system shown in Fig design the one way slab only in both directions. Use o12 bars I 0.3…

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Q: H.W. 3: Double (1) roofing 1200 mm 100 600 10 m I 100 Given: f'a- 24 N/mm? f= 38 N/mm? Ap = 1000 mm…

A: Step 1

Q: a 4 m А B W2 For the beam and loading shown, if W = 40 kN/m, W2 = 20 kN/m, a = 5 m, and b=8 m. you…

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Q: oncrete deck supported by five prestressed concrete I beams spaced at 5.2 m. The deck is 480 mm…

A: Given:- five prestressed concrete spacing = 5.2m deck=480mm thick wearing surface =76mm top flange =…

Q: A concrete one-way slab has a total thickness of 100mm.The slab will be reinforced with 10 mm…

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Q: 1. The wall is 2.5 m high and consists of 51mm x 102mm studs plastered on one side. On the other…

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Q: 9.5- for the floor system shown below with assuming that service dead load 3 kN/m², live load 4…

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Q: Question 24- At a certain point in the floor of weir, the uplift pressure head due to seepage is 5.4…

A: Given- Pressure head h=5.4 m, Relative density G=2.8, It is needed to find the minimum thickness of…

Q: A hall in a building is 15 m x 18 m. The beam arrangement supporting the reinforced concrete slab is…

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Q: A slab is supported on columns spaced at 6 m c/c apart in both directions. The sizes of the column…

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Q: PROBLEM NO. 2 Design a one-way slab having a simple span of 3.5 m. The slab is to carry a uniform…

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Q: 4) A (150-mm thickness) one-way slab carries a uniform dead load of (9.2 kN/m²) (excluding its own…

A: Slab thickness = 150mm DL =9.2 KN/m2 LL=3.9Kn/m2 Span =4.5m width of support = 250mm fc'=28MPa, fy=…

Q: Problem-4 b, A simply supported prestressed concrete beam is of 20 m span. The initial stress is 100…

A: Given data- A simply supported prestressed concrete beam- Span of the beam L=20 m, Initial stress…

Q: 10 KN 15 KN 10 KN E. 0.9 m 0.9 m A G B IF 1.2m 1.2m 1.2m

A:

Q: A Steel Column is to be provided with a square steel base-plate with length of side of 500mm to…

A: Square steel base-plate with length of side = 500mm.Permissible stress of concrete =…

Q: In a reinforced beam having a width of 300 mm and an effective depth of 600 mm, carries a moment of…

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Q: The plan and elevation of a 2 storey RCC assembly hall is shown below. Building is located in zone…

A: given-for seismic zone II, zone factor Z=0.1Impotance factor I=1.5Response reduction factor R=5

Q: B- Rectangular panel (4 *1) m, fixed at short edge and free at long edge, if resisting moment at…

A: In beam or panel when loading applied up to the plastic limit then the beam show mechanism a…

Q: = In rectangular room is having width,B=4.000m and length, L=5.000m. The thick- ness of deck slab,…

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Q: ed concrete is specified by the consultar to a minimum or avoided completely. reed, finishes on deck…

A: using equilibrium condition RA+RH =150 KN∑MA =0⇒30×3+30×6+90×9=RH×12⇒ RH = 90 KN , RA =60 KN…

Q: Dead Load= 20 kN/m Live Load= 30 kN/m Unit weight of concrete= 23.56 kN/cu.m f'c= 27.6 MPa fy= 414…

A: Given that Dead load = 20 kN/m Live load = 30 kN/m Total load acting uniformly over the beam = DL +…

Q: (Analyze the safety factors of the concrete retaining wall below by overturning and by sliding. [We…

A: Answer Let us draw the free body diagram of forces acting on the wall. β=10o W1 = Weight of…

Q: The floor system has L1 = 5.5 and L, = 7. Let L=4.5 kN/m? and D= 5 kN/m? (including the self-weight…

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Q: Design a one-way slab having a simple span of 3m. The slab is to carry a uniform live load of 7,500…

A: Given Data: Span of one way slab=3000 mmf'c=27.6 MPafy=276 MPaLive load of slab=7500 PaFor main…

Q: 2. A rectangular beam with b = 400 mm and d = 500 mm is provided with 10 – mm vertical U stirrups…

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Q: Determine bar force member EF 10 KN 15 KN 10 KN E 0.9 m 0.9 m A IF 1.2m 1.2m 1.2m 1.2 m

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Q: ne reinforced concrete beam shown has a width of 400 mm and a total epth of 610 mm. It is loaded…

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Q: or the following reinforcement determine the force in the elements DG, DF and EF (section method).

A: Take moment about K∑ MK=0363-By15+2510+305=0By=33.86667kN