Design a beam

Q: A beam with a span of 7.0 m between supports has an overhanging extended part of 2.0 m on one side…

A: Given: DL = 30 kN/m LL = 18 kN/m Factored load: Wu=1.2DL+1.6LL=1.230+0.618Wu=64.8 kN/m

Q: 4-1 Figure P4.1 shows a simply supported beam and the cross section at midspan. The beam supports a…

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Q: The cmposite beam is made of 6061-T6 aluminum (A) and C83400 red brass (B). The the height, h=40mm,…

A: Section Properties : For transformed section:

Q: Refer to the truss shown  a. Determine the maximum positive ordinate for  member DC.  b. Determine…

A: First we will draw the Influence lines for member AB and DC

Q: |P D E A В -L/2 L/4→L/4→ |

A: let,RA=vertical reaction at support ARB=vertical reaction at support Busing equilibrium…

Q: Two boards each having the same EI and length L are crossed perpendicular to each other as shown.…

A: Free body diagram of box1  Free body diagram of box2

Q: The built-up steel beam (Fy=350 MPa) is loaded with service loads as shown in the figure. The…

A: A beam is given, we need to find out reaction R2, shear at midspan and maximum moment

Q: 1- A W 5300*101 of Steel Section (f,= 345 MPa & fu= 450 MPa) is used as simply supported beam with a…

A: Given:W530×101Sx=2290×103mm3Zx=2620×103mm3Lb=3mmLp=1.94mLr=5,70mL=15mLp<Lb<LrLesser of either…

Q: ANALYZE THE STRUCTURE USING PORTAL FRAME METHOD. COMPUTE: RECUNDED. AXIAL LOAD OF AD AINT ALL MOMENT…

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Q: 1060 4 m 3 kN 5 kN, am and A am L 5 kN KY B 12m 12m 6 kN H22 4 kN m ICHST DROBEF 2 m 4 kN 2m H H 2…

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Q: 3-2 Determine the ultimate load of the structure. The ultimate moment of the material is Mu. FP /3…

A: For any beam when ultimate load is applied then under the ultimate load, ultimate moment we can…

Q: Design the W14 section column AB of the frame shown. Assume it is unbraced along the x axis and…

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Q: FL AZ A C B D 2a a a The figure above shows a static indeterminate beam ABCD. The beam has a fixed…

A: Since A and C are simply supported MA and MC = 0 using three moments , 2MB ( L ) = 6a1x1L1 + 6a2x2L2…

Q: Example 2 of Method of Sections: Determine the force in member EB of the FBD of the roof truss shown…

A: To find force in member BE

Q: Determine the force in member AB of the truss below. Indicate as positive if the member is in…

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Q: 4/47 Compute the force in member HN of the loaded truss. L 2 B 2m A L L d Pro R Q L E L F 6 m L L…

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Q: The beam shown carries an ultimate load of 28.5 kN/m. The beam has a limited width of 275 mm and…

A: Ultimate load = 28.5 kN/m Width, b = 275 mm Height, h = 450 mm Reinforcement is placed at 65 mm from…

Q: A simply supported beam 300mm x 500mm has a span of 5m. The beam is reinforced with unbonded…

A: simply supported beam : A simply supported beam is one that is supported by only two points and can…

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: y M= 150 kip-in. |-6 in--6 in.- I 2 in. 8 in. C- 60° 2 in.- E

A: Calculating the  distance of neutral axis from the top of the section:…

Q: A W610 x 82 beam of A 36 steel has end reaction of 302 kN and is supported on a plate with a length…

A: Yield Strength :Yield strength of an element is a maximum stress an element or component can bear…

Q: olve for the members forces asked. You may use either method of sections or method of joints in…

A: External loads or forces on the truss are transferred to the supports via members. These members can…

Q: A portal frame P Q R as shown in figure has a fixed support at P and free end at R. A point load of…

A: For a portal frame PQR as shown below,fixed support at P and free end at Rpoint load of 3 kN is…

Q: 1.12 The frame shown consists of four wooden members, ABC, DEF, BE, and CF. Knowing that each member…

A: To find stress in member BE ,CF

Q: The frame shown is subjected to lateral loads acting at I and E. Assume all columns have the same…

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Q: H.W No.1: The concrete I-beam of figure is pretensioned with four bounded stranded cables having…

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Q: Determine the force in each member of the loaded truss. All triangles are 3-4-5. Enter a positive…

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Q: A 14 mm diameter steel (E- 213 GPa) rod (2) is connected to a 23-mm wide by 11-mm-thick rectangular…

A: Given data  Bar 1:-  Length (L1)=0.7 m =700 mm Width (B)=23 mm  Thickness (t)=11 mm  Area(A1)=B*t=…

Q: 1-2-8 The four struts at A, B, C, and D all have the same cross-section. Find the minimum diameter…

A: Given:- Ultimate normal stress=58 ksiFactor of safety=3 To find:- Minimum diameter

Q: 5- A beam is reinforced with Ø16 mm bars and Ø10@200 mm stirrups. If the concrete cover is 40 mm, f,…

A: Given: Diameter of reinforced bars= 16 mm Diameter of stirrups = 10 mm Spacing of stirrups= 200 mm…

Q: Calculate the ultimate moment capacity of the beam whose width is 400mm and effective depth d = 700.…

A: Given:Beam width, b=400 mmEffective depth of the beam=700 mmsteel area in compression =1953 mm2steel…

Q: 3-3 A rectangular section with width b=200mm and depth h=450mm is reinforc with 4 16 of HRB400. The…

A: Width (b) = 200 mmDepth (h) = 450 mmReinforcement of concrete = 4 -16 diameter HRB400Design Moment…

Q: Determine the force (in kN) in members (EF,EP&LK} of the Baltimore bridge truss. Report the force in…

A: Find,Force in member EF, EP and LK.

Q: Indicate if it's in tension or compression 50,kJ 20kJ (m 3 3m 3m Solve for the location and value of…

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Q: 36) The column shown is a W 21 X 50 steel member. The applied dead load is 7 kips and an…

A: Length=12 feet =144 inch fy = 50Ksi fcr = 30.2ksi

Q: essive stress in trut AB caused by a landing reaction R 30 kN. Strut AB is inclined at 30 degrees…

A: To find the compressive stress -

Q: The given frame is unbraced, and bending is about the x axis of each member. The axial service loads…

A: Dead load (PD) = 908 KNLive load (PL) = 1816 KNYield strength (Fy) = 350 MPa  ≈ 50.76 ksiMoment of…

Q: In reinforced beam having a width of 300 mm and an effective depth of 600 mm, carries a moment of 80…

A: This question is related to Design concrete structure. There is Option (A) 200 mm is correct answer.

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: Quiz: Design the reinforcement steel that necessary for the shear and torsion for the rectangular…

A: Solution; Given that; Live load=10 KN/m2Dead load =5 KN/m2fck=26MPafy=400 MPa

Q: H.W No.1: The concrete I-beam of figure is pretensioned with four bounded stranded cables having…

A: Step 1:Step 2:Step 3: Step 4:

Q: Calculate the ultimate moment capacity of the beam whose width is 400mm and effective depth d = 700.…

A: Given:Compression steel area=1953 mm2Tension steel area=4784 mm2Effective depth=700 mmwidth of the…

Q: Girder AB. Assume Use Fy = 50 ksi and select a shape for that the floor slab provides continuous…

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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.