Find the maximum shear for the given beam below. 3K/ft 12K IGK 16K 2K/ft T to 8' 4' 4' 8' A) -12 kips в) -34 kips c) -26kips D 43 kips E) -43 kips E -62 kips G) -32 kips (н) -18 kips

Q: GOKN 180 KN } lytie 1 | ļ 2m² com | 4m, <lm Read 8m Reactions at A and C Tension in the rod

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Q: GIVEN: f'c = 21Mpa fy= 275Mpa. Size of beam 300x600mm effective depth of 550mm REQ'D: 5m 15kN/m a.)…

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Q: Solve the shear force, 6ft to the right from A.

A: Solve the shear force, 6ft to the right from A.

Q: 25 kN/m 35 kN/m - 7978

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Q: A 550 mm B 300 mm 300 mm 300 mm 5 kN. 50 kN

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Q: For the beam shown, what is the value of the shear diagram just to the right of B? 30 kN 15 kN He -7…

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Q: PDL = 15 kN/m , PLL = 5 kN/m 2 - 16m 4m 5m 3m

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Q: HW4: - The Inverted T section of a L-m simply supported beam has the properties shown in Fig. (4).…

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Q: e SFD and BMD for the following beam.

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Q: 2. 30 Kaym 100 YA B warn 40 kN/m Internal 3m Im £ 2m 30t

A: ( Note: dear student as per our company guidelines i am solving first problem only (i.e no.2…

Q: 20 kN.m 2 kN/m A- B C T 2m 2m 4m The shear just to the right of C is Select the correct response:

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Q: An overhanging beam is subjected to a partial uniform load w 26 kN/m and two pint loads P1=99 kN.…

A: Solution Draw the Diagram

Q: HW4: - The Inverted T section of a L-m simply supported beam has the properties shown in Fig. (4).…

A: Given, σtensionmax=30 Mpaσcompressionmax=90 Mpa

Q: draw shear and moment diagram

A: Given:Required:Shear force and bending moment diagram

Q: The influence line for shear at C for the beam shown is A B -5 ft- O a. 0 at B and 1 at D O b. 0 at…

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Q: vii. |30KN 10KN/M A viii. 40KN 20KN|

A: Let, vertical reaction at A is RA. Vertical reaction at B is RB.

Q: GIVEN: f'c = 21Mpa fy = 275Mpa. Size of beam 300x600mm effective depth of 550mm REQ'D: 5m 15kN/m a.)…

A: Given data: Size of beam=300*600 mm Effective depth of beam, d=550mm Concrete grade, f'c=21 MPa…

Q: 1 KN/m SKN 2 KN M 2KN.m 1m 0. 7m 0,7m 1-2m |0um Cros seclion I 0,6cm Find O max in Mhis beam in MPa…

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Q: P = 35 Utilize Cantilever Method 2P kips 2P kips- Moment at column A a. 106 kft.cw b. 148 kft.ccw c.…

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Q: Refer to the shear diagram shown -5 kN 10 kN -10 kN -15 kN -1 ml-2 m-42 m- Which of the following…

A: Given Shear force diagram and it is asked to find maximum bending moment in the span.

Q: 5. Determine the maximum live shear at C caused by the moving loads 80 KN 40kN 40kN 1m 2m 2m B 2m с…

A: Given data:

Q: The beam in the following figure is level before the distributed load is applied. The maximum moment…

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Q: Determine the resultant moment of forces about the point O? Neglect the beam thickness

A: We will take perpendicular direction of forces to calculate moment .

Q: A 12m beam will be subjected to the following loads: Uniform dead load due to self weight = 24.9…

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Q: 10 KN. 30 kN Im 5m Im

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Q: 30 kN C a 1m E b e 20 kN/m 8m HO- f 20,KN g 10 kN/m 6.0 2m 2m 2m ↓2m↓

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Q: |-3 m-3 m– 1. The beam shown below is to be subjected to carry a 24 kN/m dead load, 27 kN/m live…

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Q: For the beam shown, what is the value of the shear diagram just to the right of B? 30 kN 15 kN…

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Q: attempt/ 201062 car for the given beam below 12K 16K 16K 3K/ft 2K/ft a' 8' 4' 4' A3 kips 26kips 32…

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Q: A Simply Supported Concrete beam haviving a width of 35omon and an effecdire depth distributed…

A: Given, Width b=350 mm Depth d=520 mm UDL=7 kN/m Concentrated load =370 kN

Q: D A nu 3m 2m 09- E 2m / 2m Fig. 1. 이

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Q: 2. For the struct ral Beam shown; noting that the internal hinges lies in midspan of the beams; find…

A: Here the reactions which has been evaluated are as followsat RA=-8.5 Kn, RB=8.5Kn, RE=53.1Kn,…

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A: We have to find out the reactionsAll member forces in the truss.

Q: 30 kN/m Q2) For the beam shown in Figure (2), draw the shear and bending moment diagrams. 45 kN-m…

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Q: What will be the rotation at A in the beam as shown in figure below? 6 kN 21 6m I -3m-

A: For this given arrangement,To find the rotation at A in the beam

Q: Determine the magnitudes of all pin reactions for the frame loaded as shown. ہے Part 1 695 mm 26…

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Q: ence line for the mom

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