Gate AB is 8m wide. (a.) Compute the verlical component of the total hydrostatic force acting on gate AB. (b) Compute the total reaction acting in the hinge at B. I 7-5 m F 12 m Water ! Parabola

Q: Compute for the following: Vertical Reaction on A, kN Horizontal Reaction on A, kN Moment…

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Q: (a) determine the max. moment due to loads at C  (b) determine max positive V at C

A: Using ILD calculation of -

Q: (kN). w = 4 kN/m B. hinge r20 m 0 = 45° C 48.30 88.26 56.56 80

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Q: Figure Q2a shows a cantilever beam structure, which is fixed at A and roller supported at C. The…

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A: Given data:- Conditions given-Remove restriction at A and solve for the reactions Below bar figure…

Q: Draw the influence line for member BC and interpret the diagram.

A: Solution: Considering the diagram of Truss: Applying a unit load at x from point A and find the…

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Q: 10m B 100 KN 1000 KU-m

A: The magnitude of the point load The magnitude of the concentrated moment We have to determine the…

Q: Problem 2 The truss shown carries the following uniform live load and concentrated live load. E F 3…

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Q: Determine the stability and the reactions at the support for the beam. Show your solution. (input…

A: Given data : W1 = 6 kN/m , W2 = 2 KN/m L1 = 23m , L2 = 51m , L3 = 23m  Find : Stability and…

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Q: W = 5, P=40 1. Draw the influence line of the beam shown below for a uniform load of w kN/m for the…

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Q: Draw the influence line for member BC and interpret the diagram. F H 15 ft A E 4 @ 20 ft = 80 ft-

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Q: Draw the influence line for shear at C. Find the maximum positive equivalent unit load for Shear at…

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Q: Please answer part a b c

A: We will consider the UDL all over the beam. and draw ILD and take area under ILD.

Q: PROBLEM SP309 100 KN honzontal supported by a roller at point A and an hinge at point B carnes a…

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Q: If the beam carries a moving uniform load of 1.19kN/m and concentrated moving load of 114 kN as…

A: Given data in question  Loads Span member length  To find out  Maximum moment at C Positive shear at…

Q: D A В E wwww ......... .... . 3m 6m 4m

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Q: 4. Determine the support reaction at A and B for the given beam. l0 kN 20 kN A 3M 5M 3M B

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Q: Draw influence line for the reaction at B. Kindly solve step by step with explanations

A: Solution: EId2ydx2=1x-3=x-3EIdydx=x-322+C1EIy=x-336+C1x+C2

Q: 1. Draw the influence line of the beam shown below for a uniform load of w kN/m for the following.…

A: Acc   For ILD at B for reaction ,  remove the support at B and apply unit virtual displacement.…

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A: Given: x= 212, y = 94 and A = 2 Required: Maximum ordinate for influence line for positive shear at…

Q: Given the rod below (E = 70Gpa; a = 23 × 10-6 1/°C; diameter d = 50mm; AC = 400mm; BC = 800mm, P =…

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Q: 0.6 m 10 kN 0.6 m 0.8 m 60° 0.4 m 6 kN

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Q: uence line for th

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Q: The beam supports a uniform dead load of 3kN/m, a concentrated live load of 8kN, and a uniform live…

A: Draw the ILD using Muller Breslau principle (by providing unit displacement along the vertical…

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Q: 1. Draw the influence line of the beam shown below for a uniform load of w kN/m for the following.…

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Q: Problem #6: 20 + A (kN) 5+ B (kN/m). 3 4 В A 4m 2m 2m | 17. Determine the reaction at B. (kN) |18.…

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Q: х (N) 4 kN/m 3 |A B -А (m) —-- 2 m В (m)-

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Q: Assuming A is fixed. Draw the influence line for shear at B. What is the value of the influence…

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Q: P =25KN P2=38 kN 3.4m 4.1m w = 12 kN/m 2.8m 12m A,

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Q: Determine the reactions at the roller A and pin B. A 800 kN-m 390 kN 13/12 5

A: Given : Determine the reaction at the roller A and pin B ?

Q: 4. Sohe for the Reaction at A and B in he Cartikver Beam Shown KNm 30 KNim 120 KN 1.50 m 4.50 meten

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Q: D D A C 3m 6m 4m Draw the influence line for shear at C. Determine the equivalent maximum negative…

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Q: P = 25KN P2=38 kN 3.4m 4.1m w = 12 kN/m 12m 2.8m A

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