Q2/ By summation area method draw axial force, shear force and bending moment diagram A 12 kN.m 2 M- B 10 kN.m Hinge 2 M CABLE 4 kN/m -3 M- D

Q: A 20 kN/m 1.5 EI 8 m- B 1.5 EI -2 m

A: Given data : Indeterminate beam with fixed end at A and roller end at B  Find : Reactions at support…

Q: F E B 3.2 KN 2.0 r G 2.0m 8 KN A 1.5m 1.5m 1.5m 1.5 m

A: To find the bar force in members EB, EC, and DC.

Q: ORAW N,V AND M FOR THE FRAME LOADED AS SHOWN BELOW.

A: Shear force and bending moment diagram given below

Q: (a) (b) (e) A 10' 8 kips B Find critical points 10' 0.25 kips/ft C Calculate moment at these…

A: “Since you have posted a question with multiple sub parts, we will provide the solution only to the…

Q: 2) 10 kN/m 3m Im I.c. 3.0m 8 kN/m 4

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Q: 4. Apply slope deflection method and analyze the continuous beam shown below. Derive the shear force…

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Q: Properties of T-Section Bị = 180 mm T= 16 mm Tw = 12 mm D= 210 mm Properties of C-Section T = 12 mm…

A: y¯=∑AiYi∑Ai

Q: Draw the axial, shear, and bending moment diagram.

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Q: 8. If the force in each cable tied to the bin is 70 lb, determine the magnitude and Coordinate…

A: rAE=3i-2j-6krBE=3i+2j-6krCE=-3i+2j-6krDE=-3i-2j-6k

Q: q kN/m 1 2 A 4 EI 3 2EI El В 3 m 6 m + ta onergeler aimak Using cross method, cotarmina the…

A: As math type not available, hence providing Hand written solution

Q: The design axial capacity of the spiral tied column shown in the figure (kip) is. fc' = 5000 psi and…

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Q: 3:2KN 2.om 2.0m %23 1.5m 1.5m 1.5m 1.5m

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Q: w = 4 kN/m For the arch shown, draw the shear and moment diagrams. B hinge r= 20 m 0=45

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Q: Draw qualitative bending moment diagrams on both tension and compression side of the beams shown…

A: To draw:Qualitative bending moment diagrams on both tension and compression side of the beams shown…

Q: B H.W For the three hingcd arch shown in the figurn, Draw the normal fene, shear force end bendling…

A: Draw free body diagram Consider the summation of forces in the horizontal direction Ax-Cx=0…

Q: Ex3:A doubly reinforced rectangular section has width (280mm) and effective depth (510mm) and…

A: Calculate xu lim  xu lim  =kdeffective          (assuming for Fe415 steel, k=.48) xu lim  =.48×510…

Q: The compound beam consists of three segments that are pin connected at B and E. Sketch the shear and…

A: The beam with the loading and support conditions is given as To find:- Shear force and bending…

Q: 52 kN 3 m 35 kN/m :↓↓↓↓↓ -- B 6 m 150 kN-m 3m D 3 m 36 kN E ·x

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Q: #3 Draw the shear and bending-moment diagrams for the beam. W b/ft M Ib-ft B 20 ft - - 10 ft- W =…

A: Given data in question  Overhanging beam  Span member length  UDL Concentrated moment  To find out…

Q: S) 4 (VEM DIAGRAN'S 0 Find Shear & Moment at C&D: 14KN/M INJ in D | BM | 3M | 34 B

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Q: I need some help with part c

A: c. Given Data, RCy=20 N Free body diagram for the figure is given as, tanα=2410α=tan-12.4α=67.3°

Q: draw shear and moment diagram

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Q: 5'-0" 10 kips (a) 5'-0"

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Q: Shear and bending diagrams Simply-supported beams with overhangs R. 10 m 40 kNm B 10 m C q = 5 kN/m…

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

A: Given data : beam is given with internal hinges at C and E. Find : SFD and BMD and Maximum shear and…

Q: OKN 4m OKN H 6m A 8m 8m

A: 1. The portal method is based on the assumption that, for each storey of the frame, the interior…

Q: 100 kN - m 150 kN 25 kN/m B A - 4 m- 4 m- 4 m- 2 m' 2 m

A: Given overhanging beam with different loading conditions. It is asked to find SFD and BMD of the…

Q: A- Draw shear and bending moment diagrams for the beams shown below: 1- 2- 3 kN/m 2.0 m 8 kN B 1.0 m…

A: #As per guidelines we  have decided to solve One Question at a time due to time taking issue , so…

Q: (Use section method) and Draw the shear and bending moment diagrams for the beam and loading shown.

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Q: solve by joint method or sections

A: Given- a truss carrying a horizontal total at a joint D Support A is hinged and support E is…

Q: Ex3:A doubly reinforced rectangular section has width (280mm) and effective depth (510mm) and…

A: Calculate xu lim xu lim=kdeffective                              (assuming for Fe415 steel, k=.48)…

Q: Determine the internal forces at point D P = 5 kN, M = 8 kN.m, w = B, where the couple moment acts.…

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Q: Draw the FBD of beam AB. Indicate the distances, angles, forces, appropriately. 30° 0.6 m 0.9 m…

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Q: Calculate the magnitude of the tension T and the angle for which the eye bolt will be under a…

A: For the given eye bolt:

Q: Determine the shear function Vx) along the x domains AC (0 sxs 5 m), CD (5 m s XS 10 m), DE (10 m s…

A: Consider the free body diagram of the beam.

Q: Q-for the beam calculate the max bending and shearing stresses 5kN/m +2m+ 10m + 400mm +

A: Step 1: Step 2: Step 3: Step 4:

Q: or the shear at S ? Pleas

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Q: Draw a complete shear and moment diagram

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Q: 2/75 If the resultant of the loads shown passes through point B, determine the equivalent…

A: - In y direction : Ry = -10 + 4 - 12 = -18 kips - In x direction : Rx = 0 - Moment at point O : Mo =…

Q: 8.0l6 4Ft 4 SEAT WORK DETERMINE THHE TOTAL LENCTH OF TAE CABLES loo lb

A: tanθAB = 74⇒θAB = 60.2551°

Q: Determine the shear force, V and its bending moment, M. Kindly provide the SFD and BMD.

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Q: B\ 3PM

A: a symmetrical overhanging beam is given we have to make shear force diagram(SFD) and bending moment…

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.