The beam has a width of 300 mm and an overall depth of 600 mm and an effective depth of 520 mm. The beam is simplysupported over a span of 9 m and carries a superimposed deadload of 8 kN/m and live load of 20 kN/m. Unit weight ofconcrete is 24 kN/m3. Fc’ = 21 MPa and fy = 345 MPa. Determine the required stirrup spacing near the support.

Q: 5-4 Composite A-36 steel bar shown made from two segments AB and BD. Area AAB = 600 mm2 and Agp =…

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Q: 4. The beam shown in figure below (W 410 x 46.1) has continuous lateral support of both flanges. The…

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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- 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: Calculate the forces in members BE and BD of the loaded truss. The forces are positive if in…

A: Given data in question  Load  Span member length  To find out  Forces in members BE & BD

Q: P. A 2b This beam has a pinned support at the left end at A and a roller at the right cnd at B.…

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Q: Q3/ design a single simply supported beam with a is 18 kN/m and the live load is 12KN/m. Assume h…

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Q: 2. Design the compression member in Problem 1 using W14 and A-50 steel. Use ASD with PDL= 990 KN AND…

A: Given, W14 , A50 steel PDL = 990 kN PLL = 680 kN

Q: The axially loaded member is pin-connected at one end and fixed at the other. The member has a…

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Q: 5. A beam has a width of 300mm and effective depth of 540mm. d 60mm. It is reinforced with 8-25mm…

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Q: 6. Column ACB has a uniform rectangular cross section with b-20mm and d-25mm. The column is braced…

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Q: quarter points. The maximum live load deflection must not exceed L/240 1 Q3- The beam shown in…

A: To Find Select a W shape section that can resist live load. Given concentrated load = 90 kN = 20.232…

Q: Design a rectangular beam to carry a live load of 1.5 kips/ft amd a dead load of 1.5 kips/ft, in…

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

A: To find force in member BD,CE,CD

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

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Q: 4. A beam has a width of 300mm and effective depth of 540mm, d' 60mm. It is reinforced with 4-25mm…

A: A beam is defined as a horizontal structural element to resist vertical or laterally applied loads.…

Q: A W610 x 82 beam of A 36 steel has end reaction of 309 kN and is supported on a plate with a length…

A: Answer  We know that End reaction due to web crippling is given by…

Q: Determine the foreces in the members marked by "x" in the truss loaded as shown belwo. Use method of…

A: Support reaction: ∑MA=060×4+60×8+75×12+75×20+75×24-RE×16=0RE=307.5 KN

Q: A flanged cros5 section is Used to suppaut the lcads shown on the beam on the et page. The dimen…

A: Determine the cross-sectional area and moment of inertia. The cross-sectional area of the beam is A.…

Q: A simple beam of length L- 5 m carries a uniform load of intensity = 5.8 kN/m and a concentrated…

A: Given Data A simply supported beam is given with the following data Span length is 5 m  A uniformly…

Q: Determine the force in each member of the truss shown by the method of joints. Show free body…

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Q: Provide the information missing (blanks) in the table ONLY for caiculate COMPOSITE centroid of the H…

A: Dimensions of B = 0.1 m*(2*0.7)m Dimensions of B = 0.1 m*1.4m Area of A = 0.1 *0.7 =0.07 m2 Area of…

Q: The rod PQ of length L and with flexural rigidity El is hinged at both ends. For what minimum force…

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Q: A Rolled Steel Channel ISMC 400 @ 49.4 Kg/m is used as a column. The Column is Fixed at both ends.…

A: Rolled Steel Channel ISMC 400 @ 49.4 Kg/m is used  length of the column is 700 cm. The Column is…

Q: NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to…

A: Net power output =280 MW. Pressure ratio of the gas turbine cycle =11  Air enters the compressor at…

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

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Q: calculate the reactions at the supports A and B for the following beam with uniformity distributed…

A: Free body diagram of given beam:-

Q: QUESTION 1: Determine the force acting on member GC. A 5 kN 3 m 2 kN 5 kN -2 m- B -2 m- C 2 m- 5 kN…

A: Given data

Q: A 5 m long simply supported beam carries a superimposed Iload of 20 kN/m. Design the midspan section…

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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: G 67.5 kN 3.6 m -D -112.5 kN E 3.6 m IA B C 6 m +4.5 m Use portal method to analyze the frame.…

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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: -beam Is stren WOd (Ew = 10 GPa) as shown. If the allowable tension and ssion stress in the wood is…

A: According to given Data The steel I-beam (Es = 200 GPa) is strengthened with two wooden boards (Ew =…

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

A: In order to check the beam adequacy for web crippling let us first find the Nominal web crippling…

Q: 4. The beam shown in figure below (W 410 x 46.1) has continuous lateral support of both flanges. The…

A: As per Bartleby's guidelines we are supposed to answer only first question. Kindly repost other…

Q: A cantilever beam AB of length L = 6.5 ft supportsa trapezoidal distributed load of peak intensity…

A: Given:- L=6.5ft  σallow =18 ksi τallow = 7.5 ksi To find:-  the maximum permissible load q based…

Q: Determine the force acting on members.

A: Step 1:For the given problem lets first eliminate the zero force member from the given truss,by…

Q: n the given beam loaded has shown; / = }RA2² – M. (x - ) + C1, Ely = ¿R, Mo В -L/2- -L/2- Mo =…

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Q: A W310×97 steel wide-flange section supports a uniformly distributed line load on a simple span of 4…

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

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Q: I

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Q: Design a simply supported rectangular reinforced concrete beam. Note: The self-weight of the beam is…

A: Given, Wu D.L. = 90 kN/m Wu L.L. = 70 kN/m fy = 350 MPa fc = 21 MPa diameter of bar = 20 mm Number…

Q: is made from aluminum (EA10.6x106 psi) and . segment B is made from steel (Es=29×10° psi) If w= 4.7…

A: Given Length of the beam = 15 ft w = 4.7 kips/ft

Q: 5 KN- + G 3m 12 KN 1010 DL H 3m J B 111 E I 3m 40° + 11 KN C 11 3m 3m 3m 3m

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Q: , Determine the greatest load P that can be applied to the truss so that none of the members are…

A:

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.