Analyze the following figure if: h=1.5m, d=3 m, x=4 m3 kND3 kN3 kNhBF2 kN2 kNGE.d.d1. What is the value of force in member AB ?2. What is the value of force in member AC ?3. What is the value of force in member BC ?4. What is the value of force in member BD ?5. What is the value of force in member CD ?6. What is the value of force in member CE ?

Answered: Analyze the following figure if: h=1.5…

Engineering

Civil Engineering

Analyze the following figure if: h=1.5 m, d=3 m, x=4 m 3 kN D 3 kN

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: 5. Determine 8g and eg. Let q = 15 kN/m and L = 6m. _B L L 3 3

Q: DETERMINE THE MOMENTS AT SUPPORTS USING THREE MOMENT EQUATIONS. Round off your answers to the…

A: Three Moment Equation : Three moment equation gives the relation between bending moments at three…

Q: Problem: A gravity dam in the figure carries water that is 12 m deep on its upstream side. The…

Q: The beam of negligible weight is supported horizontally by two springs. The beam is horizontal and…

Q: 150 kN 50 kN/m E C D 21

Q: Q3. A perfectly equilibrated weight W is supported with a vertical jet. If the diameter of the jet…

A: Lets assume the water jet acting on weight W. So, The force of jet F is given by ; F = ρ AV2 = Wg…

Q: The block shown in the figure below is acted upon by its weight W=200KN, a horizontal force Q =…

A: Given Data Find the value of P and R.

Q: 2 A rectangular gate AB hinged at A has a width of 2.0 m perpendicular to the paper and has…

A: Given, b= 2m unit weight of water=9.80 kN/m3 To determine, Magnitude of hydrostatic force in kN.

Q: a = 5.1 m, b = 19 kN/m, c = 18 kN. %3D %3D b kN/m c kN DO JE BỊ 4 m 3 m 3 m m CI

A: Double integration method is not used to find reactions. It is used to find slope and deflections.

Q: R

Q: 2. Determine the value of Ely at the left end of the overhanging beam shown in the Figure using…

Q: A uniform wooden beam (s.g. = 0.65) is 10 cm by 10 cm by 3 m and is hinged at A, as shown below. At…

Q: The quarter cylindrical gate AB has a radius of 1.5 m and length 3 m perpendicular to the paper. It…

A: A quarter-circle gate is present to hold the water present on the left side of the water. The radius…

Q: need

Q: Situation 4: A W6x25 has a length of 5.3 m. Fy= 248 MPa. The properties are given below. Properties…

A: Le = kL = 0.8 x 5.3 m = 4.24 m = 4240 mm

Q: Determine the following: a. Shear and Bending Moment Equation b. Shear and Bending Moment Diagram…

Q: Two blocks are connected by a rope attached to each block with frictionless pulley as shown. If the…

Q: Problem Statement Based on Problem 8-11 from the textbook. The man has a mass, m. He plans to scale…

Q: For the beam and loading shown in Figure, determine the beam deflection at point E. Assume that EI =…

A: EI=6×104 KN m2 To find: The beam deflection at point E.

Q: For the beam and loading shown in Figure, determine the beam deflection at point E. Assume that EI =…

A: EI = 6 × 104 KNm2 Determine the deflection at point-E of the beam.

Q: A continuous beam loaded as shown figure. Assume El is constant. Use any method to determine the…

Q: FIGURE Pu in KN Wu in kN/m including beam weight L in meters 400 As=2500MM? units for dimension in…

Q: Situation 7: A cylinder having a mass of 250 kg is to be supported by the cord which wraps over the…

Q: Solve using Double Integration Method (Indeterminate Beam). Assume EI to be constant. If it is…

Q: A rectangular gate AB hinged at A has a width 2.0 m perpendicular to the paper, has a negligible…

Q: An open tank 3m square horizontal section weighs 9356.78kg (mass of water already included) and…

Q: V V V V V VV ↑

Q: For the beam loaded as shown in the figure below, determine the following unknown using any…

Q: , a= 2 m, amd w = 40 kN/m. Use doubl 40 kN/m

Q: below: 40 kN 6 kN/m 2EI El 2m 2m 5m Determine the displacement matrix [A] a. [A] = %D loc O b. [A] =…

A: for displacement matrix unknowns are taken which are free i.e... either for rotation or…

Q: Determine the resultant force and specify where it acts on the beam measured from A (Figure 1).…

Q: For the beam loaded as shown in the figure below, determine the following unknowns using any…

Q: For the beam shown, calculate the beam slope at D. Assume that a = 3.8 ft, b = 5.7 ft, c = 7.6 ft, w…

Q: 6

Q: PROBLEM THEORY-10. A 4-m propped cantilever beam is loaded as shown in the figure. E = 200 GPa and I…

Q: 25 1.25 ft D = ? 1.25 ft 1.25 ft F, A cube timber 1.25 ft. on each side floats in water as shown in…

A: Weight is balanced by bouyancy force.

Q: For the beam loaded as shown in the figure below, determine the following unknowns using any…

A: To find deflection at point C

Q: 10. A 12-ft bar of negligible weight rest in a horizontal position on the smooth planes shown in the…

Q: For the beam shown, calculate the beam slope at D. Assume that a = 3.1 ft, b = 4.7 ft, c = 6.2 ft, w…

Q: The 60 kg man is climbing up the rope. If the mass of the block A is 90 kg, determine the…

A: From FBD of Man:∑ Fy=ma60×9.81-T=600.5ms2T=570.6N

Concept explainers

Design of structures using FEA

An arrangement, in which various members are interconnected with their constrained relative motion, the whole arrangement is then known as a structure. The degree of freedom of such a structure is zero. In such a structure, the load can act throughout the length of the structure or at the joints.

Question

Analyze the following figure if: h=1.5
m, d=3 m, x=4 m
3 kN
D
3 kN
3 kN
h
B
F
2 kN
2 kN
G
E.
d.
d
1. What is the value of force in member AB ?
2. What is the value of force in member AC ?
3. What is the value of force in member BC ?
4. What is the value of force in member BD ?
5. What is the value of force in member CD ?
6. What is the value of force in member CE ?

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step 3

VIEW

Step by step

Solved in 3 steps with 5 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

9. A 50kg seawater buoy having a volume of 5m³ is to carry a load that is placed above the loading pan of the buoy. Determine the maximum safe loading capacity of the buoy in order to keep the load just above the water surface. The specific gravity of seawater is 1.28. Derive with the formula below, show the cancellation, explain the step by step and DRAW a free body diagram/figure. refer with this: PE1 + KE1 + U1 + WF1 + Q1 + W1 = PE2 + KE2 + U2 + WF2 + Q2 + W2 + E losses.
3 DECIMAL PLACES THE ANSWERS THANKS IN ADVANCE
2 A rectangular gate AB hinged at A has a width of 2.0 m perpendicular to the paper and has negligible weight. The water surface remains at the top of the gate. Determine the magnitude of the hydostatic force in kN. Write the your answer in three decimal places. Use unit weight of water = 9.80 kN/m^3. No need to write the unit. Water surface h = 3√3 m 600
[10] Q1 Find the Singular solution of z = px + qy + p² + pq + q². [10] Q2 Find the Volume cutoff from the cylinder x2 + y2 = 9 by the planes z = 0 and z = 5. [12] Q3 Verify Gauss Divergence Theorem for F = (x³ – yz)i+ (y? – xz)j+ (z³ – xy)E taken over a rectangular parallelepiped bounded by 0
1. Theory of structures Sub Civil Engineering
Using VIRTUAL WORK METHOD
A load of 500 kN applied at point A, as shown in figure below, produces a vertical deflection at B and C of the beam as AB = 10 mm and Ac = 15 mm, respectively. 500 kN EI ↓ 2 EI B A 3L/4 L/4 What is the deflection at A when loads of 100 kN and 300 kN are applies at B and C, respectively? C
5.
Q1: (a) Derive expressions for the maximum slop and deflection of the cantilever beam shown in Figure (1) below. (b) If W-10 kN/m. and L -3.5 m, determine the slop and deflection at 2 m from point A. Elasticity modulus, E-210 GN/m² and the moment of inertia, I=200 x 10 m². Figure (1) 3W
complete solution with illustration, thanks.
Solve all member forces. Summarize your answers after your solution. F A 1 m 4 kN E 1 m 2 kN D 1 m. C 1 m 2 m B
Opening and loading condition taking into account only the bending effects of the cantilever beam given in the figurefind the largest vertical displacement of the beam by double integration method.