1. Determine the maximum factored load that the beam can carry based on the positive moment capacity of the beam. The beam has a width of 250mm, effective depth of 437.5mm, f = 25MPA and 3-25mme, Grade 40 rebars. 6.5m 0.7m C

Q: F E B 3,2 KN 2.0 r G D 2.0 m 8 KN A 1.5m 1.5 m 1.5m 1.5 m

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Q: 4-146. Replace the distributed loading by an equivalent resultant force and couple moment acting at…

A: According to given data the equivalent  force at A= 27 KNthe equivalent couple moment at A= 81…

Q: В E F 4 m 4 m 8 m 3 m 3 m Set DL (kN/m) LL (kN/m) 15 A (1,3,5,7,9) B (2,4,6,8,0) 10 13 19

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Q: 2 - For beam I with distributed and concentrated loads, determine:   a)The maximum shear stresses…

A: The FBD of the beam is shown below: Taking equilibrium equation: The SFD of the beam is shown…

Q: From the frame loaded as shown. Solve the following if P = 15 Use Cantilever Method. 2P kips 2P…

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Q: PL 18 ET 5 WL 384 EI Case I Cose 2 M PL V P V P 23 PL3 648 EI PL 3EI Case 3 Case 4 e aln

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Q: Determine the maximum factored load that the beam can carry. The beam has a width of 280mm,…

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Q: Distributed Loads Replace the loading on the beam shown with an equivalent resultant force and…

A: Equivalent resultant force Ry=12×2.5×5 + 1.2×2 + 12×2.5-1.2×2 + 1.2×3 +6…

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A: Free body diagram - Reactions - For the forces in the vertical direction = RA + RF = 4 + 1.85 + 3 =…

Q: A rectangular beam has a width of 290mm, effectiv depth of 430mm, fc' = 26MPA, fy = 280MPa. Use 5-…

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Q: a. Compute the axial load of member BF. b. Compute the shear load of member GH. c. Compute the…

A: Assumption made in portal method: Inflexion point occur at mid ht of each column & beam.…

Q: Beam A-B-C is subjected to a service (unfactored) dead load of 2.6 kips per linear foot, and a…

A: W (wind load) = 10kip Wu (factored wind load) = 1.5Wu = 15kip wD (service dead load) = 2.6kip/ft wDu…

Q: 3. A single moving load of 120 kN is moves along a simply supported girder of 28 m absolute maximum…

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Q: A rectangular beam has a width of 300mm, effective depth of 430mm, fc' = 26MPA, fy = 280MPA. Use…

A: Given data, b = 300 mm d = 430 mm fc' = 26 MPa fy = 280 MPa As = 6-20 mm rebars To Find :- Mu

Q: Problem#1) For the post-tensioned beam shown in the figure find the maximum usable moment capacity…

A: Aps =1.53 in2 As per ACI 318-19, fps=2701-0.280.755.34×10-42706=268.96 ksi Compressive block depth,…

Q: Answer the following: -Maximum positive moment at Segment AC -located at _____ m from point A.…

A: Given:- L1=6 mL2=2 mL3=4 mL4=3 mL5=2 mL6=1 mw1=90 kN/mw2=30 kN/mP=50 kNM=60 kN-m To find:- Maximum…

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Q: C B 2m 6m 40kN 3m 20kN D É embers DG using Method of Sections.0 3m F 30kN 3m H

A: Using section method to find force in member DG

Q: 2m 6m 40kN 3m 20kN Determine the force in members EG using Method of Sections.0 3m F 30kN 3m wwwmm H

A: Given data : Determinate truss with pinned and roller support at A and H respectively. Find :…

Q: Situation 2. A rectangular beam has b = 300 mm, d = 500 mm, As = 3 - 25 mm dia. RSB, f'c = 34.2 MPa,…

A: a = As * fy0.85 * fc' * b where ; As = 3 * π4(25)2 = 1472.02 mm2  fy = 414 MPa f'c = 34.2 b = 300 mm…

Q: midpoint of the structure. The 275mm x 330mm (WxH) beam has the following properties: f’c = 29 MPa…

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Q: A reinforced rectangular beam with width b= 400 mm, effective depth d3570 mm and f=28 MPa. The beam…

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Q: ocate second of resistance for a beam of 150 * 350 mm overall size and effective cover 40 mm. The…

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Q: (5) The bent uniform slender bar of mass 2m and length 2L is suspended by the two strings as shown.…

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Q: 2. Casz compute the value the Max shear aLong the bea 4 e)

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Q: Q8) The beam is subjected to a uniform dead load of 1.2 kN/m and a single live load of 40 kN.…

A: Given  Uniform dead load = 1.2 KN/m  Concentrated live load = 40 KN  Required: Maximum moment and…

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Q: Given: Consider the beam below with full lateral support of the compression flange throughout the…

A: PL =25 k WD =2 K/ft L=30 ft To find- The lightest W beam

Q: 5 20lw 30KJ 2 13 4m lokaj A 3m 3m 3m 3 y

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Q: Assignment 1- Annalise the loaded frame Draw bending moment diagram co= 60 kN/m B 3 m 3 m 6 m 6 m &…

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Q: Utilize moment of areas method. Sketch the shear force and bending moment diagrams of the cantilever…

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Q: Compute MN 6425 -350 70 mm 70 mm = 420 MPa £=24 MPa

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Q: Verify that the size of the simply supported plate girder

A: plate girder is a steel beam that is widely used in bridge construction.Explanation:It is made by…

Q: AI А -3 3m- B 35 CI -3m É 3m D

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Q: Assume beam B-1 is simply-supported, compute for the maximum moment, M in kN-m due to load…

A: wD = γconc x area + γsteel x area     = 24 x (2.8 + 2.8) x 0.1 + 78 x {2(200x16) + (400-32)x12}*10-6…

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A: Given data- fc = 25 MPa fy = 345 MPa stirrups diameter = 10 mm concrete cover= 40 mm Beam section…

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A: Solution for question no. 2 is given below  Please repost question no.3 again according to our…

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Q: lear. 7. A beam ISMB 450 @ 72.4 kg/m transmits a shear of 150 kN and a moment of 130 kN-m to the…

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Q: Find the tension in the Active tension bracing in the center bay (hint: again, there is no need to…

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Design criteria for structural loading

The different loads such as loads due to self-weight (dead load) and external loads such as live load, wind loads, seismic load, snow load, and other loads and load combinations that influence the design of a building are called structural loading. The nature of the applied load differs from changes in the location, design, and type of materials used. The design criteria require that structures must be designed and constructed to be able to withstand all load types that are expected to act upon the structure and render its usage for the designated purpose. The structural members such as beams, slabs, columns, and foundations help the structure to withstand the applied load. There are different institutes such as ASCE and ACI that provide building design codes to assure minimum safety requirements and quality of the structures.