2L4 × 3 x를→ 4 in 3 in 3 in

Q: A reinforced concrete beam having a width of 500 mm and an effective depth of 750 mm is reinforced…

A: Given Data:Effective depth d = 750mmspan L=10mUltimate uniform load Wu=50kN/mfc=28Mpafy=…

Q: Determine the maximum uniformly distributed load (in N / mm) that can be carried over the entire…

A: Length of the cantilever beam(L)=4 m, Maximum flexural stress(f)=130 Mpa, Dimensions of the…

Q: A W1 L 3 B 13. 3 C mi L 333 W2 D (a) A 12m long beam ABCD is loaded as shown above and rests on…

A: P=500N L=12m To find load intensities w1 and w2

Q: A W1 را در 3 P ↓ B 3 2P C 3 W2 D ) A 12m long beam ABCD is loaded as shown above and rests on…

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Q: (NOS 1-7) A tied column 600 mm x 600 mm x 4.50 m. carries an unfactored dead load of 2080 KN and an…

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Q: From the given figure below, determine the minimum height of the beam if the flexural stress is not…

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Q: PROBLEM 1: The continuous floor beam ABCD is shown in the figure. It has a 100 mm slab thickness and…

A: Given, Slab thickness=100 mm Live load=3.6 kPa  L=8 m S=2.8 m Superimposed load =2.6 kPa Concrete…

Q: allest cross-section to carry an axia

A: Data we have  Axial dead load = 655 kn  Axial live load = 540 kn  f'c = 20.7 MPa  fy = 276 Mpa  22…

Q: 2- Calculate the design ultimate load Wu on the on the beams B1,B2, B3, B4 3.6 m 4.8 4 m Assume: DL…

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Q: The compression member shown in Figure is pinned at both ends and supported in the weak direction at…

A: Compression members, the compressive loads tend to bend the member out of the plane of loading. They…

Q: A rectangular tied braced column is reinforced with 6-28mm bars as shown in the figure below. Check…

A: A column is a member of a verticle that has been used to carry a load from the upper part of the…

Q: Using the AISC equations, select from Appendix B the lightest-weight wide-lange A992 steel column…

A: Consider the section W6 x 9. The propertied of the above section are: The cross section area of the…

Q: -d- L = 14 in. PA -dz- -da- L2 = 16 in. PB

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Q: Q2: Compute the value of ultimate load (Pu) in term of Nominal moment Mn, Steel Section is W18x76…

A: solution     Since Ds of the structure is 4-2=2so minimum hinges required for…

Q: A cantilever R.C. beam is 280 mm x 500 mm deep and is reinforced with 4- 20 mm diam bars for…

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Q: the ultimate load capacity Wu of the beam in KN/m considering flexure. Express your answer in 3…

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Q: The W8 x 15 wide-flange A-36 steel column is assumed to be fixed at its top and bottom (Figure 1).…

A: The properties of a given section from A36 steel table:

Q: Calculate the maximum. uniform service live load (in kN/m) that can be applied to the beam before…

A: Area of section = b x h = 0.329 x 0.539 Let service load be ws.

Q: Note: Please show all of the free body diagrams used (from reactions and etc.,) and also show the…

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Q: reinforced concrete beam has a width of 380 mm, effective depth of 570 mm carries a uniform live…

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Q: Example_2: A cantilever beam as shown below has a rectangular cross section of b=200mm, d=390mm,…

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Q: Calculate the total equivalent uniform load in KN/m on Beam BE, if the total floor load is 14.55KPA.…

A: Given, Total floor load = Wu = 14.55 Kpa  a= 3.5 m , b= 5m  Required:  The total uniform load in…

Q: Design a rectangular reinforced concrete beam for a simple span of 45 ft. Uniform service loads are…

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Q: Note: please use set B data 2° 3 MB A C 4m 2 m The cantilever beam above is made up of concrete with…

A: Given  A fixed beam  Required  Moment reaction at Support A

Q: A steel column W300 x 203 kg/m section is used as to support an aial load. A=25740mm^2        Tw =…

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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…

A: Fy 345mpa W 21*62  Shear capacity considering only web area. Pu = 20 Wu

Q: A tied column 300 x 350 mm as shown in the figure is reinforced with 6 pieces steel bars having fy =…

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Q: Design a tie column to carry an axial dead load of 600 kN and an axial live load of (1.6X1+2.6X2)…

A: Given  Fy=X2=403MPaFc=X1=67.9MPaDead load=600kNlive=1.6X1+2.6X2Total=600+1.6×67.9+2.6×403…

Q: distributed dead load of 1.5 kPa and a uniformly distributed live load of 1.9 kPa over its surface…

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Q: Design a square tied column cross-section to support Pu = 450 kips, Mu = 120 kip-ft. The column is…

A: A tied column is one in which the longitudinal reinforcing bars are joined by smaller diameter…

Q: ic fy Mpa Mpa 20.1 283 1. A 6-m simply supported singly reinforced concrete beam is 400mm wide and…

A: Answer we are given f'c = 20.1 Mpa fy = 283 Mpa Beam span = 6 m b = 400 mm d = 500 mm As = 8*510 mm2…

Q: 1. A cantilever R.C. beam is 280 mm x 500 mm deep and is reinforced with 4- 20 mm diam bars for…

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Q: PROBLEM NO. 5. 28 lb/ft w = (2r – 8x + 18) lb/ft 10 lb/ft 18 lb/ft B -2 ft- -2 ft- Consider the beam…

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Q: 10.5 An aluminum column 6 ft long has a solid rectangular cross section 3/4 in. by 2 in. The column…

A: Given  E= 10.3 × 106 psi

Q: A floor slab 100 mm thick is cast monolithically with beams 300 mm wide 500 mm deep spaced 1.5 m on…

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Q: in. A column with the cross section shown has a 13.5-ft effective length. Using a factor of safety…

A: Given- LE=13.5ftFOS=2.8E=29×106Psi

Q: A floor slab 100 mm thick is cast monolithically with beams 300 mm wide 500 mm deep spaced 2 m on…

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Q: 3) A W33 X 130 (t = 0.58 inches , k = 1.68 inches) Determine Tength bearing the minimum N. and at…

A: Using a slice level (parallel to the mean line) to cut the profile at a given level, you can…

Q: Civil Engineering 20 FANE E(AN) 2M 6M 2M 4M 6M 2/2M 4/2M Max and min M1, T1, M2 T2 cross- sections…

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Q: Problem 1 W MB k 4 m 2 m The cantilever beam above is made up of concrete with E = 70 MPa, refer to…

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Q: A column of size 200 x 300 mm has an effective length of 3 m and is reinfor pomors with 6 nos. 20 mm…

A: Given data- column size 200×300 mm,effective length leff=3 m=3000 mm6 bars of 20 mm dia,M20 concrete…

Q: A steel beam having a span “L” of 7 m is simply supported at its ends and is laterally unrestrained…

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Q: 1. Calculate the critical slenderness ratio of the member. A. 26.208 B. 45.882 C. 36.706 D.27.529 2.…

A: Given data: W 12*79 of Grade60 ,Fy=415 MPa Length of member=7m (fixed at top and bottom) effective…

Q: A steel beam having a span “L” of 7 m is simply supported at its ends and is laterally unrestrained…

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Q: Design a tie column to carry an axial dead load of 600 kN and an axial live load of (1.6X1+2.6X2)…

A: Given Data: The axial dead load on the column is PD=600kN. The axial live load on the column is PL…

Q: Plot the load-def lection diagram for apinned-end column with eccentric axial loads (seefigure) if…

A: Given:-  L = 3.6 m, I = 9.0 x106 mm4, E = 210 GPa. To find:-  the load-def lection diagram

Q: QI) The R.C slab system shown in Figure (1) supported by column line beams and carries a service…

A: GIven: LIve Load = 5 kN/m2 Dead Load = 3.5 kN/m2 Slab thickness = 200 mm Beam C/S = 300 x 175 mm…

Q: Q2) The cantilever beam is subjected to the load shown Below. Determine 1. the actual stresses…

A: due to torque shear stress is produced in 2 mutually perpendicular planes. 1- longitudinal plane in…