Prob. #1: Determine the allowable concentrated load @ midspan that may be applied to a W530 X 84.8 Section, having a simple span of 8 m. Neglect the weight of the beam & assume that lateral eist only @ the ends. If another lateral support is provided @ midspan, what concentrated load can be supported ? Use 4 = 1.0 and A36 Steel Cfy= 250MPa).

Q: 2.) Determine the maximum load "w" (kN/m) that the box section can carry when used in a simply…

A: Given:- Permissible stresses in tension and compression=120 MPaPermissible stress in shear=100…

Q: Compute Nominal Moment Capacity of the following L beam Slab (flange) thickness = 4 in. Center to…

A: Flange thickness (tf) =  4 in = 4 in.Center to Center distance of web (L')  =13 ft. = 13×12 = 156…

Q: Determine the flexural strength in ft kips of a W12 × 35 of A242 (Fy = 50ksi) steel subject to a.…

A: Given W12*35 Calculate moment in kft

Q: A simply supPorted steel joist with a 4.0 m effective span <arries a uniformly distributed Ioad of…

A:

Q: Q6: Determine Q7: Determine the distance (e') ft? Q8: Determine the strain in compression steel at…

A: Solution: Q6: The minimum eccentricity for a balanced section: emin=0.1h Where; h = long lateral…

Q: A simply supported beam of 8.5 m span is to carry a uniform ultimate load of 60 kN/m. The beam…

A: GIVEN Length of beam=8.5m Uniformally distributed load (Wu)=60KN/m Beam dimension =250mm*450mm…

Q: A nominal 8 x 32 in. simply supported CMU beam is reinforced with one No. 8 bar Grade 60…

A:

Q: Q6: Determine the eccentricity at balance condition (ft)? Q7: Determine the distance (e') ft? Q8:…

A: Solution: Q6: The minimum eccentricity at the balanced section: emin=0.1h, for tied column where…

Q: te t for Tension and C for Compression). ]12 kN 4 m B 6 kN 4 m C E I K 6 @ 3 m

A:

Q: Find the cross section of concrete and area of steel required for a simply supported rectangular…

A: Design of beam is done as per ACI code

Q: A built up column section is composed of 2 C 310 x 45 and 2 plates b x 12 mm as shown in Figure ST –…

A: Properties of the given section are, Ixx=67.30×106 mm4Iyy= 2.12×106 mm4tf=12.7 mmx=17 mmbf=80…

Q: Question 5 A beam with b=250mm, h=400mm, cc-40mm, stirrups=10mm, fc-28Mpa, fy-415Mpa is reinforced…

A:

Q: 03) The given beam is laterally supported at the ends and at the 1/3 points (points 1, 2, 3, and 4).…

A: Given data: Live load, LL=10 kip Steel grade, Fy=50 ksi

Q: Based on the flexural requirements, compute the design strength of a smallest singly reinforced beam…

A: D.L (Dead Load) = 16KN/m L.L(Love Load) = 12KN/m L(length of beam) = 5m

Q: Given: The frame shown below supports dead and live loads, neglect self-weight. Load case U = 1.20+…

A: According to the given data Load Case = U= 1.2D + 1.6 LF'c = 4000 psi Fyt = 60,000 psi DL = 1.5…

Q: Five planks (4@ 40 x 40 mm and 1@ 40 x 380 mm), are joined together to form the l-section shown.…

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Q: A horizontal steel girder of uniform section, 15 m long, is supported at its extremities and carries…

A: From the above information, we have find the deflection under the loads for this we need to follow…

Q: What is the maximum absolute shear for the following beam and load group? Use L = 20, a = 4, b = 3,…

A: L= 20 a = 4 b = 3  P1 = 4   , P2 = 2,   P3 = 3

Q: 2.) Determine the maximum load "w" (kN/m) that the box section can carry when used in a simply…

A:

Q: A W21 × 101 is used as a compression member with one end fixed and the other end free. The length is…

A: Given data,  W21x101 Length = 9 m Fy = 345 MPa

Q: A rectangular beam has b=300mm and d=520mm. Determine As(max) if fc'=27.5MPa and fy=415MPa. Use 2015…

A:

Q: Question 2: A compression member is subjected to service load of DL-180 KN and LL-335KN. The member…

A: Given:- The dead load on the column = 180 kN  The live load on the column = 335 kN  The length of…

Q: 5. A simple beams with a span of L= 36 ft, is loaded by a q= 2 k/ft load as shown. Find the smallest…

A: L = 36 ftq = 2 k/ftfy = 50 ksifb = 0.6fyTo find:The smallest W14 steel section to support the beam.

Q: W12x79 of AS73 Grade 60 (Fy = 415 MPa) steel is used as a compression member. It is 6.7 m long,…

A:

Q: The truss shown is applied with service dead and service live loads as shown. Design with steel…

A: Factored load:Compute the support reactions:Taking a moment about A:

Q: Part of the 5-story floor layout is shown below. Design members B1 and G1 for bending, shear, and…

A: Given :

Q: concrete 1-beam has an effective depth of 620mm and is reinforced with 8D28mm dia. Bars. The web…

A:

Q: use the method of sections to determine the load in members CD,BD and CE and show whether the member…

A: Find:Use the method of sections to determine the load in members CD,BD and CE

Q: H.W No.1: A pretension beam with variable eccentricity has a rectangular of 200 mm width and 500 mm…

A: Step 1: Step 2: Step 3: Step 4:

Q: A W12 x 65 of A572 steel (E= 350 MPa and Fy= 450 MPa) is used as a compression member. It is 8 m…

A: ASD design method Length of column (L) = 8 mDead load (PD) = 800 KNLive load (PL) = 1420 KNFrom AISC…

Q: Solve the following exercise, find the resistant moment of the optimal section and guarantee…

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Q: Design a typical interior tension-reinforced T beam to resist positive moment. A cross section of…

A: We have to design a typical interior tension reinforcement T beam to resist positive moment as per…

Q: Design the section below as a doubly reinforced beam for resisting the ultimate positive moment of…

A: We are given  Ultimate Positive Moment Mu = 425 KN-m We know that Nominal Moment capacity is given…

Q: Design a round spiral column to support an axial dead load of 700 kN and live load of 1000 kN. Use…

A:

Q: Problem NO. 1. Determine the force acting on members CE, CD and BD. Use method of Section to…

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Q: A wood beam with a cross section 4 x 6 in. is simply supported at A and B. 4 in 4.5ft- C 4 in.…

A:

Q: peam has a width of 300 mm, an o d an effective depth of 520 mm. T ed over a span of 9 meters and ca…

A:

Q: An A36 W 12 x 65 column section is 8 m long, pinned at each end and has an additional support in the…

A: Given, L = 8 m or 8000 mm  A = 12323 mm2

Q: d) If the beam has 5-16 mm diameter rebars, determine if it is compression-controlled, transition or…

A: Answer  (d) we are given b = 350 mm  d = 430 mm f'c = 30 Mpa fy = 345 Mpa Area of steel As = 5-16 mm…

Q: A óm simply supported beam carries a uniformly distributed dead load of 20kN/m including its weight.…

A: We need to find out the safe concentrated live load acting at the midspan

Q: Compute for tension steel strain of the given beam. Ɛc = 0.003 fc' 21 Mpa Fy = 414 Mpa Main bar = 2…

A: In terms of linear elastic properties, steel is relatively flexible. Theoretically, steel is not…