Answered: P7-1. In each case, calculate the…

P7-1. In each case, calculate the reaction at A and then draw the free-body diagram of segment AB of the beam in order to determine the internal loading at B. 200 N m Fimtim-2m-

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 41-N axial force at B is required to open the spring-loaded plunger of the water nozzle. Determine…

Q: at the joint B be Hg and V respectively and Ve be the vertical reaction at the joint C. A 60 60 E KF…

A: To find support reaction at B and C

Q: Determine the horizontal and vertical components of reaction at the pin A and the re the rocker B on…

Q: In the beam shown, take W1 = 9 kN/m, M1 = 25 kN-m, and P1 = 22 kN. a) Determine the reaction at "C"…

A: Given data W1 = 9 KN/m P1 = 22 KN M1 = 25 KNm

Q: Problem 5: Determine the roller reaction (in kips) at A of the frame shown. 5 kip 7kip 10 kip 2 kip…

Q: A continuous beam is carrying a triangular load as shown. An internal hinge at B allows the system…

Q: The beam is supported by hinged and roller at A, B, C, D and E. Determine the reaction at the…

Q: M1 = 4000 N/m M2 = 9000 N/m P = 3600 N (downward) w1= 800 N/m (downward) w2 = 600 N/m (downward)…

Q: Neglecting the mass of the beam, compute the reactions at A and B. 15KN 15KN/m 15KN-m -6 m- a.…

A: Given Simply supported beam with point load. UVL and moment At hinge support moment will be…

Q: A solid stepped bar is made of steel (E = 29 × 10³ ksi, v = 0.32) and is fixed on both ends by rigid…

Q: the circular bar 20mm diameter shown is bent into a semicircle with a mean radius of 600mm. Given…

A: Figure is as shown

Q: The homogeneous rod AB has a mass of m kg and is supported by the half cylinder and the floor and…

A: Given Data: L = 4 m R = 1 m D = 2 m Mass of rod = m

Q: Problem 1. The wooden beam is supported by a pin at A and the two-force strut BC. Draw a complete…

Q: Determine the reactions R₁ and R₂ of the beam is loaded with a concentrated load of 1600lb and a…

Q: S0 mm Q.1) For the frame shown in figure have a two- member (ABC and EDC) and is pin connected at E,…

A: Moment about hinge is always zero. Let HA, HE be horizontal reactions at A and E respectively…

Q: F3-1. Determine the moment of the force about point O. 100 N 2 m 5m

A: Given,

Q: Determine the moment at A F2 = 300 N F = 250 N 30| 60° |A -2 m- -3 m- 4 m B F3= 500 N

A: The moment force is the amount of measure in which the object tends to rotate the system or body…

Q: External support reactions: RA= L1 RC = Consider the following values in the given beam above: L1 =…

Q: Q3. Determine the reactions at the pin ( A) and the roller ( B ). 80N 60 5m 150 N A 4 m 5m 3m FON Ý…

A: Balancing forces and moments

Q: 1.) The beam shown is loaded with a 10 kN/m uniformly distributed load and 5kN/m variable load.…

Q: 1. A continuous beam is subjected to the given loading. Using moment distribution method, 20 kN 10…

Q: 1)For this continuous beam, draw the qualitative and quantitative influence lines of the following…

A: Given:- a) Influence line diagram for RB

Q: Solve for Reactions on the following beams. Use equilibrium equations (CLO3) fok D

A: Hello dear this is the solution of your problem The answer is found to be Reaction at C=40.92k…

Q: The beam is subjected to a load F = 400 N and is supported by the rope and the smooth surfaces at A…

A: Given: The load F is 400 N.

Q: The Three Portal structure itself is centered at joints A and D and connected with hinges S as seen…

Q: Problem #2: 300 mm-- - 400 mm- A 13 12 60° х (N) Y (N) 5. Determine the horizontal reaction at A.…

Q: Beam ABCD carries a varying load on segment AB as shown below and a counter clockwise couple at…

A: Find reaction at A

Q: If the intensity of the distributed load acting on the beam is w = 3 kN/m, determine the reactions…

A: It is a determinate beam so reaction can be calculated by equilibrium equation.

Q: Situation A: From the given continuous beam, use Three Moment equation 3q kips 2q kips 0.25q k/ft -8…

A: Given data:

Q: (a) Assuming that no loads act in Figure P9.16,compute the reactions if support B is constructed…

A: The force of shear is a sensitive force on the surface. It's said to be the bending moment the…

Q: The following beam is supported by roller at A and by hinge at B, calculate the reaction at A. 30kN…

A: Take reaction at A as Ra in upward direction Take sumation of moments at B=0…

Q: SITUATION: For the beam shown, 9. Determine the vertical reaction at A in Ib. a. 531 -3 ft- -9 ft-…

Q: Determine the reaction at support B using Force method analysis. Assume support A is fixed and…

Q: The 80-mm-diameter shaft is made of steel. The shaft is subjected to a triangular distributed load…

A: Given:- The diameter of the shaft = 80 mm The shaft is loaded with triangular distributed load per…

Q: Determine the reactions at the fixed support at A and the roller at B. Support B settles 5 mm. Take…

A: Given ∆=5×10-3 mE=200×109 N/m2I=300×106×10-12 m4 Consider the free body diagram;

Q: 2. The roller at A can support a maximum load of 4kN. Determine the maximum intensity of the…

Q: The cantilever beam carries a triangular load, the intensity of which varies from zero at the left…

Q: Determine the external reaction at the roller support in kN. Select one: a. 280 b. 30 c. 310 d. 120

Q: 2. The hinge at E connects beams AE and EH to form the compound beam. The support at A is pinned and…

A: Determine a)The reactions at A, D, and H; b)The shear diagram; C)The moment diagram.

Q: Problem 01 The beam is supported by hinged at A & D and roller at B & C. Determine the reaction at…

A: Given:- EI = Constant To find:- Reactions

Q: A beam ABCD is supported at A, C and D, has an internal hinge at B and is loaded with linearly…

A: The following figure shows the Free Body Diagram of the beam.

Q: Situation A: From the given continuous beam, use Three Moment equation 3q kips 2q kips 0.25q k/ft…

A: Structural design is a subset of structural engineering that requires a high level of expertise. It…

Q: F5-4. Determine the components of reaction at the fixed support A. Neglect the thickness of the…

A: To find reactions Ax reaction Ay and moment Ma

Q: *5-12. Determine the horizontal and vertical components of reaction at the pin A and the reaction of…

Q: Determine the moments in the beam at A, B. and C. O-15 1. What is MAB in kN-m? O15 Select the…

Q: p-n- *: Determine the Reactions on the supports of the Loaded Beam . B) RA = KN, Rg = KN/m 60 KN/m…

Q: GIVEN THE STATICALLY DETERMINATE SIMPLE BEAM AS SHOWN BELOW WITH INTERNAL HINGED AT POINT B AND…

Q: Determine the reaction at support B only for the beam shown below. 6 kip/n Sh 4.5 Oa 158 kip 1284…

Q: The beam is subjected to a load F = 400 N and is supported by the rope and the smooth surfaces at A…

Q: The maximum wheel loadings for the wheels of a crane that is used in an industrial building are…

A: For a body to be equilibrium three conditions are considered which are as follows Sum of forces in…

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

in each case, calculate the reaction at a and then draw the free-body diagram of segment ab of the beam in order.to determine the internal loading at b

P7-1. In each case, calculate the reaction at A and then
draw the free-body diagram of segment AB of the beam in
order to determine the internal loading at B.
200 N/m
200 N - m
B
2 m
-2m.
2 m
(a)
(d)
400 N/m
200 N/m
200 N /m
2 m
(b)
(e)
800 N m
300 N/m
B
|C
-2m-2m
3 m
(c)
(1)
Prob. P7-1

Expert Solution

This question has been solved!

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

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

Step 2

Step 3

Step 4

Step 5

Trending now

This is a popular solution!

Step by step

Solved in 5 steps with 7 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

Q1. (а) Figure Q1(a) shows a beam loaded with a point load and a partially UTM uniform distributed load. respectively. support at A and B are roller 3 UTM The M 5 UTM (i) Draw the free body diagram of the structure. * UTM UTM Determine the support reactions at A and B by taking the (ii) structure in equilibrium condition. ITM O UTM - UTM 5 UTM O UTM 30kN 30° 10KN/m F = 840 N 2m 24 m 2m 4m A \3 m G UTM 15 m 2 m STMUTM 5 UTM FIGURE Q1(a) 10 ni FIGURE Q1(b) 一

The steel pipe (G - 75GPA) has an outer diameter of 50mm and an inner diameter of 30mm. It is fixed at A and three torques are applied to it as shown. Solve the rotation of the free end with respect to the fixed end. 200mm 250mm 300mm 30 N-m 20 N.m 80 N-m O 0.000749rad O 0.000674rad O 0.00624rad O 0.00142rad
4. From the Fink truss shown in the figure, members CD and FG are respectively perpendicular to AE and BE at their midpoints. Determine: g. Reaction at point A h. Reaction at point B i. Force at member CE i. Force at member DE k. Force at member BG I. Force at member BF 10polb 200olb 120olb 1s 15 100olb 10 D. Reh 2000lb 4000lb Rev
A beam has a lenght of L = 18 m and is carrying (1) a uniformly distributed load w = 2 kN/m and (2) a point load of p = 2 kN : P kN w kN/m А В C L/3 2L/3 - RA RB a) Calculate the reaction at A. Please insert “-“ sign if the reaction is downward. RA= kN b) Calculate the bending moment at the centre (at C) of the beam. kNm
Given the problem: 1.) In the frame, shown, members 'ACE' and 'BCD' are connected by a pin at 'C' and by the link 'DE'. For the loading shown, determine this: a.) Reaction at ‘B’ in N. b.) Force in link ‘DE’ in N. c.) Horizontal component at ‘C’ on member ‘BCD’ in N. *Round off final answer in 4 decimal places. Thank you.
EXAMPLE 4.7 Two cylindrical rods, one of steel and the other of brass, are joined at Cand restrained by rigid supports at A and E. For the loading shown and knowing that E.= 200 GPa and E.= 105 GPa, determine (a) the reactions at A and E, (b) the deflection of point C. Dimensions in mm 100 100 -180 -15 Dl Вгass 40 kN E Steel B. 60 kN 40-mm diam. 30-mm diam.
CE - PC 311 - STRUCTURAL THEORY Plate No. 10 - Analysis of Statically Indeterm in ate Beam s 1. By the moment-area m e thod c a lc u la te th e slopes of the e la stic curve at A, B and C and the vertic al de fle ctio n at C of the sim p le beam. E = 30,00 0 k/in and I = 300 in *. 2 Refer to th e fig ure b e lo w. AIl decim a ls m ust be inclu ded, do not round o ff answers. A Il figures must be in c luded and drawn straight. Curves may be done freehand. Sum marize your ans wers as shown below. Required V a lu es Answer B A X 1 X 2 X 1 X 2 kip ft ft 15.8 5 15 B.
20 kip - t 9 kips/t If the link AB is connected to the beam BC, as shown, the horizontal reaction at C equals You should scan your calculation sheet for this question OA 3.7 kips OB. 3.5 kips OC.3.9 kips O.D.3.8 kips
Q3. A beam is subjected to the variable loading shown. Calculate the support reactions at A and B. w 2400 N/m | w = wo-kx³ 6m 1200 N/m 111x B
To solve for the moment and reactions of the beam shown, the three-moment equation is useful. The three moment equation is given as: 6Ab 6Aa + L1 MĄ(L1) + 2Mg(L1+ L2 + MCL2) + Assuming that there is no settlement of supports and El is constant for the whole structure. 6Aa 6Ab is called the "Factors" of the three-moment equation which can be determined by using the Moment-Area diagram of the left span and right span of the beam and also by L1 using integral calculus. L2 For the loading shown below, determine the value of the resulting "Factors" when W1 = W2 = 17 kN/m, a = 3 meters, b = 2 meters. ROUND OFF TO TWO DECIMAL PLACES. W1 W2 A a a b b b
2- Determine the force in member BD and the components of the reaction at C and D. 240 mm flsommy * 200mm 450m + A LLLLLL LC 800N B Slomm 4 *
PROBLEM 2 For the beam shown, determine the reactions at A, B and D. At B, C and D is a pin and at A is a fixed support. The uniformly varying load has an intensity of .6 k/ft. -6x|| 13k ck ak st D tot