The beam shown in Figure Q.2 consists of a W610 x 140 structural steel wide-flange shape [E = 200 GPa; /= 1120 × 106 mm4]. If w=59 kN/m and P=129 kN, determine: 1.5 m B 3.5 m P C 2.5 m D Figure Q.2 Part A: The reactions at A, B, and D. Choose the reaction force at B as the redundant; therefore, the released beam is simply supported between A and D.

The beam shown in Figure Q.2 consists of a W610 x 140 structural steel wide-flange shape [E = 200 GPa; /= 1120 × 106 mm4]. If w=59 kN/m and P=129 kN, determine: 1.5 m B 3.5 m P C 2.5 m D Figure Q.2 Part A: The reactions at A, B, and D. Choose the reaction force at B as the redundant; therefore, the released beam is simply supported between A and D.

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: 125 kN 125 kN (1) 4.2 m 175 kN 175 kN B (2) 5.0 m A The roof and second floor of a building are…

A: Thank you for the question . As per code we are allowed to answer three subparts at a time so we are…

Q: What is the vertical reaction at E in kN.m? kN Solve for the support reaction of the beam shown in…

A: A loaded beam is given as shown and it has been asked to determine reaction at E. Please refer step…

Q: Determine the horizontal and vertical components of reaction at the supports A and D. El is constant…

A: Horizontal reaction at A=0 k ( as no horizontal load applied in…

Q: Determine the reactions of the given beam. Use Force method Let P =44 Figure 1: A PkN/m 4m 2m B F

A: Given Data Find support reaction using Force Method.

Q: 68 lb/ft 34 lb/ft 34 lb/ft 548 ft Ib B 2.8 ft 2.8 ft

Q: A rigid member ACB is shown in the figure. The member is supported at A and B by pinned and guided…

Q: y | 1 A -X 25' 15⁰ 40° C F = 13 kips 15' B 11 .n

Q: Consider the plane truss with load P as shown in the figure. Let the horizontal and vertical…

Q: (Beam-like structure with two forces P applied at an angle x = 20°. This structure has a double…

A: Given data:

Q: Please solve no 6 and 10 step by step solution

Q: For the statically indeterminate beam shown in Figure 3, determine the reactions at the support A…

A: Indeterminate beam with half span loading, It is asked to determine the reactions at the support A…

Q: YN 10+A m A 30° В B m 17. What is the vertical component of the concentrated load in the figure (N)…

Q: An equilateral triangular prism (SG = 2/3) is floating on water as shown. A side of the equilateral…

Q: equilibrium for a static application. As shown, beam ABC is supported by the roller at A and pin at…

A: The given structure is a statically determinate beam. Using the equations of equilibrium

Q: Calculate the support reactions for the following structure using Castigliano's First Theorem. E and…

A: SI = 1 Hence, taking RA as redundant.

Q: Please answer completely. Box the final answers. Use the graphical method to construct the…

Q: Determine the reaction at the supports using E= 70 GPa and I = 1,300,000,000 mm^4. Use excel…

A: Applying three moment equation to span (1) and span…

Q: 1. A beam is loaded and supported as shown. Determine the components of the reactions at supports A…

A: The hinged support will have horizontal and vertical reactions. The roller support B will have…

Q: A torque of 500 NMm is applied to the circular beam of variable radius given in the figure in the…

A: First, we have to make a free body diagram of the figure given above

Q: Determine the reaction at the supports using E Draw the FBD of the beam with the calculated…

A: Given:- E=70 GPa=70×106 KN/m2I=1300000000 mm4=13×10-4 m4

Q: The 13 kips force F acting on the simply supported beam. Determine the y component of F?

A: The 13 kips force F acting on the simply supported beam. Determine the y component of F?

Q: Using the Force Method of Analysis, determine the support reactions of the beam shown. El is…

Q: 3. A uniform beam AB with an unknown mas is 8m long and is resting on two supports at A and B. A…

A: Calculate the reaction force R2=?

Q: A. Determine the x and y components of reaction at A. B. Determine the y component of reaction at B.

A: Given: F = 21 kN Free body diagram:

Q: Use the graphical method to construct the shear-force and bending-moment diagrams for the beam…

Q: 3. A machine operator shown in Figure MTE-3 produces the tension Tin the control rod by applying the…

Q: Figure < 1 of 1 1.5 m 3 m F, -у C 1 m В

A: Part A Determine the components of reaction force at A using scalar notation. Express your…

Q: 280 mm A 180 mm B 100 mm C A 188.8 N- D=327 N13.24° 150 N PROBLEM 4.74 Determine the reactions at A…

A: We need to calculate reactions at A and D

Q: . Determine the reaction at the supports using E = 70 GPa and I = 1,300,000,000 mm^4. Draw the FBD…

Q: Determine the force P to maintain the bell crank shown in the Figure in equilibrium. Neglect the…

A: Consider the figure,

Q: Ql:- The coplanar force system shown in Figure below is subjected to a couple moment (M) and three…

A: From the given system of coplanar forces and moments

Q: Use the graphical method to construct the shear-force and bending-moment diagrams for the beam…

Q: 4 m 4 m 3 m* 6 m 4 m D In the shown figure the rod is subjected to the force F ,=500 N Point B is…

A: Given :- Force (F) = 500 N Point B is located ate the mid point of the rod Coordinates of point B…

Q: Solve the problem with complete and neat solution. Draw the figure. 1. Compute the support reactions…

Q: Q1. the resultant's line of action intersects member AB, measured from point B. Also show the force…

A: Consider the free body diagram ;

Q: Use the graphical method to construct the shear-force and bending-moment diagrams for the beam…

A: a = 10 ftb = 5 ft w = 5 kip/ft

Q: Q1. The 1000 Ncom clockwise is the resultant of the force system shown in figure 1, determine the…

Concept explainers

Matrix Algebra for Structural analysis

Structural analysis is a process in which the effects of different loads and internal forces, acting on structures and their elements are determined. This method of analysis is effective in detecting the failure loads of the structural elements and the design can be altered before commencing the construction process, which ensures proper strength and safety of the structures.

Question

Calculate the vertical reaction at support B. When sketching FBD, assume the positive direction of all reactions in the positive direction of y axis. Enter your answer in kN to two decimal places.

The beam shown in Figure Q.2 consists of a W610 x 140 structural steel wide-flange shape [E = 200 GPa; /=
1120 x 106 mm4]. If w=59 kN/m and P= 129 kN, determine:
4.3, V
1.5 m
B
W
3.5 m
P
C
2.5 m
D
Figure Q.2
Part A: The reactions at A, B, and D. Choose the reaction force at B as the redundant; therefore, the
released beam is simply supported between A and D.

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: Introducing given data

VIEW

Step 2: Taking reaction at B as redundant

VIEW

Step 3: Calculate reaction for simply supported beam AD

VIEW

Step 4: Using double integration method to calculate deflection at B due to given load

VIEW

Step 5: Using double integration method to calculate deflection at B due to reaction By

VIEW

Step 6: Calculate reaction at B

VIEW

Solution

VIEW

Step by step

Solved in 7 steps with 10 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

Statics of Rigid Bodies (Round off to two (2) decimal places. Include negative sign (-) if the answer is negative.) 2. The 13 kips force F acting on the simply supported beam. Determine: y component of F
TYPEWRITTEN ONLY PLEASE FOR UPVOTE. DOWNVOTE FOR HANDWRITTEN. DO NOT ANSWER IF YOU ALREADY ANSWERED THIS. I'LL DOWNVOTE.
A beam is loaded and supported as shown. Use the double-integration method to determine the reactions at supports A and B. Assume wo = 10 kN/m and L = 9 m. Reaction forces are positive upwards and couples are positive counter-clockwise unless otherwise stated. Cut a cross-section through the beam and draw a free body diagram to the left of the cut. Determine the internal bending moment in terms of Ay. Check your equation by solving for M(x) at x = 4.5 m. Answer:Mx=4.5m = kN·m + m Ay
A complete free body diagram must be included.
Part A Draw the free-body diagram of the beam. Draw the vectors starting at the black dots. The location and orientation of the vectors will be graded. + Ay Reaction at point A, vertical component A Reaction at point A, horizontal component By Reaction at point B, vertical component B₂ Reaction at point B, horizontal component Unlabeled vector 0 y 500 lb -5 ft X -5 ft B -5 ft i 600 lb-ft ?
The uniform beam has a mass of 41 kg per meter of length. Determine the reactions at the supports. A Ay Answers: Your answer is partially correct. Bx² By= || i 2130.60 2982.3 2 m N N N 1.3 m 390 kg B
A hole is punched at A in a plastic sheet by applying a 540-N force P to end D of lever CD, which is rigidly attached to the solid cylindrical shaft BC. Design specifications require that the displacement of D should not exceed 15 mm from the time the punch first touches the plastic sheet to the time it actually penetrates it. Determine the required diameter of shaft BC if the shaft is made of a steel with G = 77.2 GPa and Tall = 80 MPa. D 500 mm 300 mm The required diameter of shaft BC is mm.
Q.4) A pipe assembly is acted on by four forces and one couple moment. The 300 N force is parallel with the z-axis, the 130 N force is parallel with the y-axis, and the 60 N force is parallel with the x-axis. Force F, has a magnitude of 220 N and coordinate direction angles given by aA = 45°, BA = 60°, and YA = 120°. The couple moment M, is in the x-z plane and has a magnitude of 400 N-m. Determine the resultant moment about point B. Mc 30 300 N 1 m B0.5 m 0.75 m 0.75 m 130 N FA
Use the stiffnes method to determine all the displacement components at node 2 and all the reactions including the internal reactions at node 2. Show all calculations. Draw the Bending Moment Diagram of the frame. Show all calculations. Node 1 and 3 are fixed. L3 = 6.5m L4 = 13m w = 6.0 kNm P = 20 kN I = 300 x 10^6 mm^4 A = 10 x 10^3 mm^2 E = 200 GPa
1. Use the force method to calculate the redundant reaction of the indeterminate beam. E is constant, I varies as shown below. (40 points – Suggested time 45 minutes) 4 k/ft 5 k 50 k.ft 10 ft 5 ft 5 ft 5 ft 21
AB and CD are cantilever beams with a roller E between their end points. A load of 5 KN is applied as shown. Both beams are made of steel for which E = 200 GPa. For beam AB, 1 = 20 x10^6 mm^4; for CD, I = 30 x 10^6 mm^ Find the reaction at E. 5m D 2 m 5 kN 2 m
Solve the reactions using P=84