Fig. 12.29 shows a pin-jointed frame carrying vertical loads of 1 kN each at the joints B and G and a horizontal load of 4 kN at D. 1 kN B C D 4 kN 1.5 m 1.5 m iF H. 1.5 m 1kN E -2 m +2 m 2 m 2 m Fig. 12.29. Find graphically, or otherwise, the reactions at A and E.

Fig. 12.29 shows a pin-jointed frame carrying vertical loads of 1 kN each at the joints B and G and a horizontal load of 4 kN at D. 1 kN B C D 4 kN 1.5 m 1.5 m iF H. 1.5 m 1kN E -2 m +2 m 2 m 2 m Fig. 12.29. Find graphically, or otherwise, the reactions at A and E.

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: A well pumps at a constant rate of 15 L/s in an unconfined coastal aquifer. The aquifer is 40 m thic...

A: Q =15L/s = 0.015*602*24 = 1296m3/day T = 68m/day A(area) = Q/T =1296/68 ...

Q: Use the following scale for the diagrams: SHEAR DIAGRAM: 1 cm = 100 kN; MOMENT DIAGRAM: 1 cm 100 kN-...

Q: Q.6 A beam has solid circular cross-section having diameter d. If a section of the beam is subjected...

Q: following data : ) Qty. of soft water required per hour = 25,000 litres (ii) Hardness present in raw...

Q: Glycerin (sg = 1.26) at 40°C flows in the portion of the duct outside the square tubes as shown in t...

A: We have to determine the value of reynolds number for the flow rate of 0.10 m3/s and dynamic viscosi...

Q: Chain members (1) and (2) are connected by a shackle and pin. If the axial force in the chains is P ...

Q: A septic tank is to be constructed to serve for a family of 8 persons. The size of a septic tank is ...

A: Given data- Total number of people=8Size of the septic tank=2300 mm×1500 mm×1500 mm

Q: 4 kN · • m 2.0 kN/m B 1 m 1 m 1 m 1 m

Q: The truss structure shown below is subjected to the following loads F1=549 lb F2= 839 lb F3= 806 ...

Q: What will be the stress at -17.78°C? At what temperature will

Q: Given data : Degree of saturation=0.285 Water content%3D0.22 Specific gravity=2.67 Find void ratio

A: We know. Se= wG S -- degree of saturation e -- void ratio w -- water content G -- specific gravity....

Q: A pumped fluid distribution system is being designed to deliver 400 gal/min of water to a cooling sy...

A: We have to use the figure in question to make an initial selection of Schedule 40 pipe sizes for the...

Q: 1. If the allowable stress of a revolving steel is 150 MPa, what is the equivalent angular velocity ...

A: Note- Hi! Thank you for the question As per the honor code, We’ll answer the first question since th...

Q: PROBLEM E Ol with specific gravity of 0.88 flows through a plpe whlch changes from 6 In. at section ...

Q: THIS TOPIC IS RELATED TO GEOTECHNICAL ENGINEERING Reduction in void ratio is a measure of the effect...

Q: The given plate below with width of 200 mm and thickness of 16 mm is to be connected to two plates o...

A: A riveted steel link is produced by drilling holes through the thickness of both components, passing...

Q: A retaining wall with a vertical smooth back is 8 m high. It supports a cohesionless soil (y = 19 kN...

Q: B D F H J N 15' A C E G K 10' 10' 10' 10' 10' 10' 10' 10' 20 kips 20 kips 20 kip 20 kips 20 kips 20 ...

Q: State and briefly describe the local sanitation service chain,starting from the user inter face to t...

A: Brief concept- Sanitation service chain- The safe collection, transportation, treatment, and disposa...

Q: A solid circular torsional member OPQ is subjected to torsional moments as shown in the figure (not ...

Q: is supported by a ball-on-socket jo am. The height of the pole is H = 20 vind force F = 5 kN, what i...

Q: An undisturbed soil sample, 2 cm thick undergoes a change in thickness of 0.2 mm when subjected to a...

Q: F 2 m -3 m For the angle 0 = 60° and F= 5 KN. %3D Determine the moment produced by the force F about...

Q: what is the angular unit used in surveying? autocad

A: The angular unit used in surveying is degree.

Q: THIS TOPIC IS RELATED TO GEOTECHNICAL ENGINEERING Reduction in void ratio is a measure of the effect...

A: To prove :- reduction in voide ratio is a measure of effectiveness of compaction.

Q: chlorine at 10 °C is Wrder gas Assume prerrure OF 181 a gar COntant OF 117 N-/ Kg-K. calculate the F...

Q: What will be the depth of a beam that is 20 cm wide and is subjected to shearing force of 10,000 kg....

Q: W.S. EL 80 m B 10 cm diam. W.S. EL 0 A Pump EL- 6 m (Datum plane) (1) (2) 15 cm diam, FIGURE 5.16

Q: uhat lo the Coihical gradient far coarse 2oil which han void ratio 0.8 and

Q: A hydraulic Jump occurs in a triangular flume having side slopes of 1:1. The flowrate is 0.502 cum/s...

A: When flow is taking place from supercritical flow to subcritical flow . Side slope of Triangular sec...

Q: Find roller support reaction

A: ASKED: To determine the reaction at the roller support.

Q: If the specific weight of a liquid at o degree Cis 9810 N/m and its kinematic viscosity is 1.79*106 ...

Q: Problem Exercise 1. From the following figures, find the following materials re- quired for its cons...

Q: 18 kN/m 6 kN/m A В 6 m

Q: Use 4 decimal places during computation and 2 decimal places for the final answer. Please write you’...

Q: A solid circular torsional member OPQ is subjected to torsional moments as shown in the figure (not ...

Q: Following are the results of a shrinkage limit test: Initial volume of soil in saturated state = 26....

Q: A footing 2m x lm exerts a uniform pressure of 150 kN/m? on the soil. Assuming a load dispersion of ...

Q: A two pinned end bars AB (Copper), A=850 mm², E = 120 GPa and BC (Aluminum), A= 1000mm², E = 70 GPa ...

A: Given: The area of bar AB is 850 mm2. The modulus of elasticity of copper is 120 GPa. The area of ba...

Q: As future practitioners in a development of proposed housing project, enumerate the engineering serv...

Q: Young's modulus E and yield on of the values of d and t so tl Iding nor buckling occurs in any rammi...

Q: 8 kN 8 kN 8 kN 4 kN E 4 kN 2 m A D В 4 m 4 m

Q: Use the cantilever method and determine (approximately) the reactions at supports A, B, and D. All c...

Q: The flow net for an earthen dam with 30 m water depth consists of 25 potential drops and 5 flow chan...

Q: L= 1.35 meters P1= 635 Newtons P2= 735 Newtons W1= 453.5 Newtons W2= 907 Newtons

Q: 12 ft 8 ft 8 ft F G 8 ft D 6 ft 6 ft 00 00

Q: The first branch of a reverse curve has a radius of 200 m. If the distance between the tangent point...

Q: Draw the shear and moment diagram using any method of the given beam and determine the value of the ...

Q: A driver is driving at an initial speed of 48 kph. At the back of his truck is a mounted container t...

Q: he figure. Each spring consists of 23 turns eter wire having a mean diameter of 6 in. e maximum load...

A: To given thatNumber og turns, n=23Diameter of spring,d=34in=0.75inMean diameter of spring,D=6in=R=3...

Concept explainers

Loads and Reactive Forces

Loads are the external influences that a beam experiences under its working conditions. For instance, a beam may be subjected to shear loads, twisting loads, bending moment, and axial loads during its working conditions. Engineers primarily deal with beams and trusses in the civil engineering domain. Due to the influence of loads, it is very crucial to determine the induced stresses and deformation values. These values give an insight into the critical area of the beam that needs to be worked upon to make it fail-safe.

Question

Fig. 12.29 shows a pin-jointed frame carrying vertical loads of 1 kN each
at the joints B and G and a horizontal load of 4 kN at D.
1 kN
B
C
D
4 kN
1.5 m
1.5 m
1.5 m
1kN
Hi
E
-2 m +2 m 2 m 2 m
Fig. 12.29.
Find graphically, or otherwise, the reactions at A and E.

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 by step

Solved in 2 steps with 2 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

For the frame and loadings shown P=310 KN, and F=620 1-magnitude of horizontal reaction at E 2- magnitude of vertical reaction at A 3- magnitude of vertical reaction at E 4- magnitude of vertical reaction at C 5- magnitude of horizontal reaction at C
A column with a wide-flange section has a flange width b� = 400 mmmm, height hℎ = 400 mmmm, web thickness tw�� = 13 mmmm, and flange thickness tf�� = 21 mmmm (Figure 1). Calculate the stresses at a point 75 mmmm above the neutral axis if the section supports a tensile normal force N� = 2.1 kNkN at the centroid, shear force V� = 6.8 kNkN, and bending moment M� = 3.2 kN⋅mkN⋅m as show. What is normal stress and what is shear stress
In the three-pinned arch ACB shown in Fig.P.6.4 the portion AC has the shape of a parabola with its origin at C,while CB is straight.The portion AC carries a uniform horizontally distrihuted load of intensity 30kN/m,while the portion CB carries a uniform horizontally distributed load of intensity 18kN/m.Calculate the normal force,shear force,and bending moment at the point D.
Fig. P-2.13.6 shows a plate subjected to loads. Replace the loads by an equivalent force through C and a couple acting A and B. Solve if the forces of the couple are (a) horizontal and (b) vertical.
in structural practice, steel clip angles are commonly used to transfer loads from horizontal girders to vertical columns. if the reaction of the girder upon the angle is downward force of 45kN as shown in Fig.2-16 and if two 22-mm- diameter rivets resist this force, find the average shearing stress in each of the rivets. aasume that the rivets fills the hole.
Determine the reactions and draw the shear and bending moment diagrams for the three-span continuous beam shown in Fig. 13.21(a) due to the uniformly distributed load and due to the support settlements of 5/8 in. at B, 11 2 in. at C, and 3/4 in. at D. Use the method of consistent deformations.
A transmission tower is held by three guy wires anchored by bolts at B, C, and D, as shown in Fig. P1.2. If the tension in wire AB is 525 lb, determine the components of the force exerted by the wire on the bolt at B.
Question 1) in FIG loading condition is given beam F force F = 65 kN , first distributed load W 1 = 41 kN / m , w 2 distributed load w 2 = 51 kN / m , θ angle θ = 48 ° and L length of L = 5 m . According to this; Question 1-A) B at the point y direction ( B y ) Determine the support reactions. Question 1-B) to the point in y direction ( A y ) Determine the support reactions. Question 1-C) to the point in x direction ( A x ) Determine the support reactions.
A continuous concrete beam shown in the figure has a width of b= 300 mm, an effective depth of d= 560 mm, and an overall depth of h= 600 mm. The beam carries a dead load at span AB of 7.5 kN/m and at span BC, CD of 4.5 kN/m. A live load at span AB of 12.5 kN /m and at span BC, CD of 10.5 kN/m. Solve for the reactions (Ra, Rb, Rc) and bending moments at supports (Ma, Mb, Mc) on the continuous concrete beam shown in the figure. Draw the shear and moment diagrams.(Use the moment distribution method with constant section moment of inertia) Answer: Ra=110.2 kN, Rb=310 kN, Rc=220 kN, Ma=-125 kN m, Mb =-259 kN m, Mc = -160 kN m
Q5: For the frame and loading shown in Fig.5, compute the horizontal and vertical component of all forces acting on its members.
Determine the moment of the force with respect to point A for each of the systems shown in fig . P1-26. The 100-Ib force of Fig. P1-26a id vertical and passes through the center of the rec-tangle
In structural practice, steel clip angles are commonly used to transfer loads from horizontal girders to verticalcolumns. If the reaction of the girder upon the angle is a downward force of 45 kN as shown in Fig. 2-16 and iftwo 22-mm-diameter rivets resist this force, find the average shearing stress in each of the rivets. As in Problem2.5, assume that the rivet fills the hole.