LL= \00 PSF DL= 60 PSF 20' ASD LOAD COMBO: TL= LL +DL 30' 5 EaUAL SPACES Delermine tolel unifum looding (wn) on beam Bl. BI

Q: HiW@ Draw s.fiD and BirM.D for beam shown by graphial metheds Ans/ 4W/m Vray = 4 W, Vay=-31W hinge…

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Q: V brauw qualitalíve shear, and, moment diagrams for Hais beam.

A: Note: Hi! Thank you for the question As per the honour code, We’ll answer the first question since…

Q: L Br 5t 0 16 P Br H Find the stress in each rod Given: Ast = Abr=200mm ² Est = 200 G Pa Ebr = 83 GPa…

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Q: Design the torsional and shear reinforcement for the beam as shown in the figure. The resulting L…

A: Concrete shear reinforcement is designed to resist forces greater than concrete's shear strength. A…

Q: (3) 2 12" WOL= 2 KLF, WLL = 3 KLf 16/ 24" 81 NWC. NWC, fé = 4000 psi fy= 60ksi #4 tied bars. Please…

A: Problem (3): Given: b = 12 in h = 24 in WDL = 2 k/ft WLL = 3 k/ft The span between the supports, L =…

Q: Q1/ determine the reacction of th beam show in fig by using consistante deformatiom method. use the…

A: Solution;

Q: Draw SFD and BMD for the single side overhanging beam subjected to loading as shown below. Mark…

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Q: 17.3 A 1-in.-by-4-in. steel bar is subjected to the loads show Calculate the combined stresses at…

A: Given Data -  Cross section of Bar = 1 × 4 inch  Load P1 = 12000 lb . P2 =1200 lb  Find -  Combined…

Q: H2-A rectangular wood Gommx piece 4 720mm in crnes-section, is used as a compresion block.…

A: The maximum load or critical load that leads the column to be in a state of unstable equilibrium and…

Q: Shear conection mem bers of equal Size- Determiue the Maximum Fisure shows a flitched beom cosist of…

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Q: Weight of Crate : 200kg Rope Tension Limit: 10KN Determine the smallest angle. Determine Force AB

A: Given Data: The weight of the crate is m=200 kg The rope tension limit is FAC=10 kN   To Determine:…

Q: The largest load P that can be applied is approximately equals:

A: Stress in rod ABσAB=PABA95103Kpa=PAB0.0007PAB=66.5KN

Q: QL Delermine the design (ultimati) bending momen! for hie beam sections shonen belowi- 300 mm AGO mn…

A: total force of compression=total force of tension0.36fcxb=0.87fyAbarsAbars=4Abar=2040mm2substitute…

Q: L Br St 0 16 P 09 Br Find the stress in each rod Given: Ast = Abr=200mm² Est = 200 G Pa Ebr = 83 GPG…

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Q: Dreaw Hhe shear and moment diagram of the beam shoun Tm 3m

A: ***Asper our guidelines i am solving first  problem only***

Q: 10 kN ww. 45° B D 1 m A 1 m 1 m Determine the load experienced by each member of the truss in the…

A: Consider the figure, Here, T is the tension and C is the compression.

Q: Two sections of beam are clesigned to resist bending moment of Mx. () which section has a larger…

A: The moment of inertia is defined primarily as fluctuations or loss of volume due to the effect of…

Q: The material of the beam ziven below is C35/45– B500C and it is good qualityy concrete. The Concrete…

A: Fc=35 MPaFy=500 MPaAst=3ϕ8md=296 kN.md=650 mmMu=1.5×md=1.5×296=444 kNmlet a>hfCw=0.85…

Q: H / The beam shown below has across seclion of channel Shape with widhth 360mm and haghs h= loomm,…

A: Web thickness = 14mm Width of the beam = 360mm Height of the section = 100mm Unifrom loading =…

Q: 10.8m 8.1m D ALANISH 100KN 130kN 150KN 160kN 140KN H 120kN 8 panels @ 6m ea. = 48m Determine the…

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Q: For the given beam, plot Influence Line Diagram for shear at C. 3 m B. 3 m 3 m 2 m A,

A: When the unit load is at C -  SF at C,  VC = -RB = 35 = .6 Load at A -  VC = -VB = 0   Load just to…

Q: Problem 1 Tor the beam shown i Arow BMD, and drow SFD. tig.l, salve for venations, draw FBD to kN…

A: A beam is the compression member where the effect of loading results in inward direction load by the…

Q: Results and Discussion

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Q: 4- The reduction factor (0) is equal to 0.9 if the: Es 2 Ety + 0.003 Es S Ety + 0.003 Es S Ety 5-…

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Q: HiW@ Draw SitiD and BM.n for beam S hown by graphlal methds Ans/ yW/m Veny = 4 W, Vioy =-3 W hinge…

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Q: 3.4 The required flexural (bending moment) strength is of a reinforced concrete beam is Mu= 260…

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Q: 0:Design the steel reimforcement for flexural for the beam shown m the kN fig.below The dead load on…

A: if the size of beam is known and area of reinforcement is need to design then their is 2 cases  1-…

Q: Problem 01 Using ASD, check the adequacy of the base plate (PL400X350×19 mm) centered on a W12X152…

A: Given data Base plate dimensions PL = 400 x 350 x 19  Concrete pedestal = 450 mm x 400 mm Column W…

Q: B D F 5.2KN 25A 2.5m 2.0m 2-0m 2.0m 2.0m

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Q: A simply supported beam spans 8 m. It carries the uniformly distributed load throughout of its…

A: Steel beam.. W section Calculate of flexure strength at plastic condition

Q: H.W2: Girder as shown used to carry load 90 kN subjected by eccentricity column 0.5 m, b = 250 mm, h…

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Q: Draw NFD, SFD and BMD.

A: When  a moment M is applied to produce a rotation without translation at the near supported end B of…

Q: A rectangular beam 250 mm wide, 500 mm deep is reinforced at the bottom with d-20-mm-dismeter bars…

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Q: Find Internal External Find and draw SMT Diagrams

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Q: SKN 4m 2KN 4W Find internai Forcer (or ctrecses ot members FH and Gtt bu method OF Joint 8:.098-…

A: Assume:Take the forces acing in the upward direction as positive and the forces acting in the…

Q: Using method of section, Determine the force in members GF, GD, and CD of the truss. State if the…

A: Consider the figure,

Q: lo05/ A timber beam bomm by 250mms rein forced at the botton only by a steel Plate, es Skonn infig-…

A: From the Given Data:

Q: ) The, Conposite section Shown, is subjectuol to a Sagging bevding moment of loo kN,m, Deter mine…

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Q: Pa1ON 44cm blem Experinental without sidenma Find defléction at D.

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Q: A T-beam with bf-425mm, tf-100mm, bw=250mm, h-350mm, cc-30mm, stirrups 12mm is reinforced by 6-32mm…

A: Answer We are given Width of flange bf = 425 mm Thickness of flange tf = 100 mm Width of web bw =…

Q: Determine the forces in members CD, CJ, and DJ. 6 panels at 6' M L K J H 10' D E F. L. L

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Q: Only need requirements what im asking+ use given method all sokve a b c . Ok. Requirements: A.…

A: Solution: Shear force in the column: Top story: ΣFx=0P+P=35P=17.5 kN kN

Q: Situation #a A concrete co lumn has a diameter 4 300 mm. The Co lumn has G 8teel reinforcing bars.…

A: Given Data Length (L) = 1.105 m = 1105 mm Diameter (D) = 300 mm Radius (R) = D/2 = 150 mm Number of…

Q: (1) Redo the following Calculate Mn ? = 448 14" 21" 3' wh Beam sections, to fé= 4 ksi Grade Co steel…

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Q: for the lap joint, defermine The maximua safe lond P which gylied if ray be the average tedeile…

A: In general, tensile stress is a measure of a material's strength, which means it refers to a force…

Q: Draw SFD and BMD for the cantilever beam subjectedto loading as shown below. 40KN 0.5m, 30° -20KN/m…

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