Question 1) F=18 kN single load, M=30 kN.m moment and w=14 kN/m distributed load are acting on the beam whose loading condition is given in the figure . Point B islocated just to the right of the application point of force F and moment M. The length L is also given as L=4 m. According to this;w kN/mF kNM kN.mD14.ВCLL -L- 2LQuestion 1-A)D abutment response at point (D y) , find. ( Write your result in kN.)Response:Question 1-B) Find the support response (A y) at point A. ( Write your result in kN.)Response:Question 1-C)B shear in the point (V B) to find. ( Write yourresult in kN.)Response:

Answered: Image /qna-images/answer/7fc2e281-e602-4312-9dab-46a413433e65.jpg

Question 1) F= 18 kN single load, M=30 kN.m moment and w=14 kN/m distributed load are acting on the beam whose loading condition is given in the figure . Point B is located just to the right of the application point of force F and moment M. The length L is also given as L=4 m . According to this; w kN/m F kN M kN.m ▼ D В 2L Question 1-A) D abutment response at point (D y) , find. ( Write your result in kN.) Response: Question 1-B ) Find the support response (A y) at point A. ( Write your result in kN.) Response: Question 1-C) B shear in the point (V B) to find. (Write yourresult in kN.) Response:

Question 1) F= 18 kN single load, M=30 kN.m moment and w=14 kN/m distributed load are acting on the beam whose loading condition is given in the figure . Point B is located just to the right of the application point of force F and moment M. The length L is also given as L=4 m . According to this; w kN/m F kN M kN.m ▼ D В 2L Question 1-A) D abutment response at point (D y) , find. ( Write your result in kN.) Response: Question 1-B ) Find the support response (A y) at point A. ( Write your result in kN.) Response: Question 1-C) B shear in the point (V B) to find. (Write yourresult in kN.) Response:

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: For the beam shown bel ow: a) Draw the shear force and bending moment diagrams; P A В D Hinge a b…

Q: For the truss loaded as shown, determine the equation for the line of action of the stand-alone…

Q: B A L1 W d tw do bf L2 Figura 1. Elevación frontal de marco estructural D H1 Figura 2. Detalle de la…

A: I am solving first three sub parts as bartleby guidelines..

Q: Consider the given beam below. Determine the following: 10 KN 11 KN 20 76° A + + 1m im 2m 11 KON 30…

Q: Q#4. Determine the slope at point B of the steel beam shown. Take E =200Gpa, I = 60 (10°) mm*…

Q: Q=15, thanks.

Q: 2.5 KN 7 ΚΝ 15 KN/m 30° A B 2m 4m Im Figure A1/ Rajah A1

Q: (a) What is the resultant load on the sign? [ n = 8). Round your answer to one decimal place. |lb…

Q: reactions at A & B.

Q: Consider the beam shown in (Figure 1). Suppose that P = 6 kip, w = 1.2 kip/ft. Point E is just to…

Q: d carries a load P= 2,700 lb at joint B. The strut, which consists of two bars d to the beam by a…

Q: 4.A box beam Supports a distributed and a concentrated load as show inthe figure below, distaload…

Q: Q-3 a) Determine the resultant moment of the forces about point A. Clearly show all your…

A: Solution cosθ1=45 cosθ2=35 sinθ1=85 sinθ2=45 (a) Moment of…

Q: Express the internal shear in the given beam as a function of x. Determine the shear at the…

Q: a) Draw the shear force diagram (SFD) and bending moment diagram (BMD) for the beam shown in Figure…

A: In the above beam structure we need to calculate the reaction initially, the reaction calculate by…

Q: Required information For the beam and loading shown, consider section n-n. It is given that P= 226…

A: It is required to find the shearing stress at point b in beam section.

Q: The beam whose loading condition and cross-section are given in the figure, is built up by wooden…

A: Given: The shear force in each nail is 7 kN. Consider the figure,

Q: A T- section is the cross section of a loaded beam as shown. Given: U1= 20 kN/m; M1 = 100 kN-m; P1 =…

Q: 15 KN 4 m 5 kN/m 2 E1 B 3EI 5 m 5m 12 KN 3 EI 5m Question A For structure below, complete the…

A: Given An indeterminate frame Required To find support reactions using force method.

Q: A shear force of V = 300 kN is applied to the box girder. Determine the shear flow at points A, B, C…

Q: 6 kN/m 5 kN/m- 4 kN/m A C D E 1.0 m. 4.0 m 4.0 m 2.0 m

A: Free body diagram:-

Q: Fx = P,A,cos0, – P2A,cos0, – pQ(V,cos0 , – V,cos0 ; ) F, = P,A,sin0, – P2A2sin0, – pQ(V2sin0 , –…

Q: ots Date No. •CONSIDER THE SIMPLY -SUPPORTED DVER HANG BEAM SHOWN. THERE IS A PIN SUPPORT AT A. A…

A: Given beam is simply supported with overhang at end.The length of span, =10mThe magnitude of…

Q: Draw the shear and moment diagram. Show the complete and legible answers/solutions. Add 9 in all the…

A: Draw SFD and BMD

Q: A 5-m-long simply supported timber beam carries two concentrated loads as shown. If L = 12 kN and M…

Q: ouble shear. : Tall of pin A = 100 MPa Sall on the rod BC = 20 MPa diameter of pin A, Øpin A = 10 mm…

A: According to given data Find the largest load P, that can be carried safely by the system below.…

Q: Consider the beam shown in (Eigure 1). Suppose that P = 3 kip, w = 1.1 kip/ft. Point E is just to…

Q: 4. A 20 m long uniform bridge has a mass of 2500kg and is supported by two posts that are 2m in from…

Q: The short column below is subjected to Pu = 2200 kN. Use f’c = 28 MPa and fy = 415 MPa, Clear cover…

Q: Determine the slope at Põint D för the beam shown. El is constant.

A: To find the slope at D. Solution. Slope can be calculated by the Conjugate beam methodCalculating…

Q: calculate the weight of each block.

A: Given data: The figure given in the question are as follows: Stiffness of spring(k)=100 N/m s=1.2 m…

Q: Give me right solution... Urgent please

A: Question is based on the cantilever beam subject to varying load . Magnitude of load is given in the…

Q: A simply supported 4-m long beam is made up of 80% grade Kato. The beam is carrying a uniform load…

Q: 4m 35 kN B N 48° M С 4m oooo +=+= 4m 4m 15 kN 5m 5m 5m D H -5m 15 KN 24° E G 15 kN 5m

Q: M1 at point B is 10 kips-ft, P1=12 kips is 9 ft from point A; and w1 = 1.5 kips/ft is distributed…

A: M1=10kips P1=12kips To find resultant force and it's location from point A

Q: - Use Force Method to analyses -For beams and frames, analyses all support reactions and draw the…

A: Given:- To find:- Reactions Shear force and bending moment diagram

Concept explainers

System of Forces

A force is an external influence or agent that changes the state of a system. According to Newton's second law, the force applied to a body is proportional to the change in momentum of a body. Hence, whenever a force is applied to a body, its momentum changes. If the body is at rest, under the action of force, its state of rest changes to motion. In other words, the magnitude of the momentum of the body changes from zero to a measurable value. Similarly, if the body possesses some initial velocity, it has some associated momentum, the effect of force can cause the body to halt or come to rest, that is, the momentum reduces to zero.

Question

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

Step 2

Step 3

Step 4

Step by step

Solved in 4 steps with 6 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

a. Draw a moment diagram and determine the largest moment at support and field in the statically indeterminate beam below.b. How much does the largest moment at support and beam change if the length of each bay (L) is increased from 1m to 2m?Assume the load q =10 kN/m . Tip: The task is to make diagrams for the given beam with 2L as total length. The thing to keep in mind when using substitution (L′= 2L) is to keep track of that variable all the time, in the end the substituted variable must be returned for a correct answer. If you make a substitution of the length (L′=2L), it should be returned to the answer. The question should contain clear solutions and be presented according to the following structure: Given, to find , Solution and Answer.
12K 10K 10K 20K. 15K 7K 1. Solve for the resultant of the six loads on the truss shown The loads are given In kips (K)(I klp 100Olbs). Three loads are vertical. The wind loads are perpendicular to the side. The truss is symmetrical.
Pls check my answers
10 N 10 N 20 N M. 10 N B 6.0m 4.0m A D F Q H. L 8 BAYS @ 3.0 m EACH 20 N • The force at member IL is equal to O 42. 16 N (T) O 31.10 N (C) O 0.34 N (C) O 30.84 N (T)
Please answer second portion or the highlighted part.
Problem 5 – The 16 ft long compound beam shown below is supported by a fixed connection at the left end (Point A) and a roller at the right end (Point C). There is an internal hinge halfway across the compound beam at Point B (located 8 ft to the left of Roller C). Horizontal distances are Li = L2 = L3 = L4 = 4 ft. The compound beam supports a point load of P = 10 kips located halfway between Point A and Hinge B, and also supports a uniformly distributed load of w = 3.75 klft between Hinge B and Roller C. All regions of the compound beam have modulus of elasticity E = 29,000 ksi and moment of inertia I = 160 in“. Use the Method of Virtual Work to determine the vertical deflection at Point D (which is located halfway between Hinge B and Roller C). FIXED B k-L ーLs -Ls
I want an urgent solution with proper explaination.
1.) Given the structure as shown below with height of 4m and 3 equal spans of 4m length. A. Determine the Force at member BG Express your answer up to 3 decimal places.
Note:hand written solution should be avoided.
Question 3 A compound beam is connected by a pin at B, and a pin in a slot at C, and loaded as shown. Couple moment M = 500 N.m, force F= 2500 N, the triangular distributed load has a peak intensity w = 1200 N/m. Force F acts at an angle 0 = 60°, while the beam dimensions are such that a= 1.0 m, b = 0.5 m, c = 1.0 m, d= 1.5 m, e = 1.0 m, f= 2.0 m, and g= 1.0 m. M while E D Determine: a) the horizontal and vertical components of the pin reactions at B and C, and b) the normal force, shear force, and bending moment acting at point F of the beam.
Situation 2. Determine the member forces BD, CD, and CE using Method of Section. Indicate if (T) or (C). A 50 KN B 4 m 6m C 100 KN 3m E D 200 KN 3 m F
At-beam has a width of flange equal to 700mm and a thickness of 100mm. It has an effective depth of 450mm and the width of the web section is 350mm. It is reinforced at the bottom with a steel area of 2925sq.mm. fc'=17.24MPa, fy=413.7MPa. The depth of the compression block is _mm. A. 136.00mmB. 146.00mmC. 126.00mmD. 156.00mm