single load acting on the free end of the bar P= 12 kN. The cross-sectional effects at point B will be calculated. Accordingly, the normal force at point BN=? O a) 27000 OB) 0 OC) 9000 D) None. OTO) 12000

single load acting on the free end of the bar P= 12 kN. The cross-sectional effects at point B will be calculated. Accordingly, the normal force at point BN=? O a) 27000 OB) 0 OC) 9000 D) None. OTO) 12000

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 the vertical reactions at the left and right supports, to the nearest 0.1 kN. (Hint:…

Q: B. The bent beam ABC is attached to pin at C and rests against a roller support at B. Neglecting the…

Q: Determine the moment M in kN-m that must be applied to the beam to create maximum stress of 97 MPa.…

Q: 3-114. Replace the distributed loading by an equivalent resultant force and specify where its line…

A: Given Data: The intensity of the Uniformly Distributed Load w1=3 kN/m. The span of w1 is 3 m. The…

Q: . Replace the loading by an equivalent resultant force and specify where its line of ction…

A: To find resultant force and it's location from point C

Q: Determine the resultant moment of forces about the point O? Neglect the beam thickness *KN 15m #2kN…

Q: The resultant of the force system shown is a 50-N · m counterclockwise couple. Find P, Q, and C. 3 m…

A: EFx = 0 P(3/5) – Q(4/5) = 0 3P – 4Q = 0 EFy = 0 P(4/5) – Q(3/5) – 20 = 0 4P – 3Q = 20 x 5 = 100

Q: Given the ngure below, del nine the tension fn the thi (in KN) initial pull of the motor is 0.20…

Q: O Replace the distributed loading by an equivalent resultant force and specify where its line of…

A: Need to find out resultant force and distance from C

Q: Q2/ Determine the resultant moment of the force about point D F=400N 100 N D 30 A B 45° 0.3 m 100 N…

Q: For the loaded structure below, replace the force system with a single resultant force. Determine…

A: The conversion of UDL into point load; P=(1/2)*3*42 P=6 KN from A at (2/3)*3=2 m

Q: determine the resultant internal loadings acting on the cross section at c of the machine shaft…

A: Note: As there is no external load in horizontal direction hence the reaction at A and B in…

Q: Determine the internal force carried by member BC. 50 kN 50 kN 100 kN D. 4 m B 3 m

Q: M K 2 m N P 2 m B. D E G. 2 kN 2 kN 5 kN 3 kN 16 m, 8 @ 2 m Determine the force in members DE, OE,…

A: Consider the section.

Q: X N/m Y N/m B Am В m 1. What is the total resultant vertical load in the beam AB 2. At what distance…

Q: 2 kN Problem 1 0.3 m Calculate the force in member BD and the reaction at the roller support for the…

Q: The cantilever beam carries a combination of a uniformly distributed load and a trapezoidal loading…

Q: 2. Ifthe coefficient offriction at contact points A and B is 0.4, determine the maximum force Pthat…

Q: The cantilever beam carries a combination of a uniformly distributed load and a trapezoidal loading…

A: Given data in question Cantilever beam Dimensions UDL UVL To find out Maximum bending moment

Q: An 8-m span overhanging beam carries 5 KN/m load uniformly distributed over its entire length, and…

Q: SOVLE THE INTERNAL FORCE OF THE BEAM a) midspan of L b)midspan f the left overhang c) midspan of…

A: please find the attached solution below.

Q: Determine the force in member AE. if P =7.6 kN and L= 5 m Note: Negative if compression and Positive…

Q: Determine the reaction force at B for the beam shown. Assume that P = 59 kips, LAB = 10 ft, Lgc = 10…

A: Given data in question Length Point load Propped cantilever To find out Reaction RB

Q: Solve for the support forces and draw the shear force and bending force Q and M L1 = 4m L2 = 5m 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: Example Determine the support reactions at the roller at A and the pin at B. Neglect the weight and…

Q: What is the total resultant vertical load in the beam AB? (N) At what distance from A does the…

A: The figure shows a simply supported beam of16 m with uniformly varying load acting up to 9m from A…

Q: P2 B MATHalino.com D 5 m 4 m MATHalino.com

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

Q: Determine the forces in members EF, BF and BC. F 2.74 m 3.66 m 2.74 m B C 13.35 kN 2.74 m E.

A: Let,RA=vertical reaction at support A in upward directionHA=horizontal reaction at support A in…

Q: H.W. Determine the horizontal and vertical components of force at pins A and D. D Ans: A = 12.0 kN =…

A: It is required to find horizontal and vertical components of pin at A & B.

Q: 4-155. Replace the distributed loading by an equivalent resultant force and specify where its line…

Q: e the force in each m are in tension or comp 60 kN 40

A: Given:- forces=60kN,40kN To find:- force in each member

Q: Determine (approximately) the internal moments at A and B caused by the vertical loading. 3 kN/m G F…

A: Introduction- In structural mechanics, a bending moment is the reaction that occurs in a structural…

Q: A uniform distributed torque of 20 kNm/m is applied to the shaft which is fixed at A and C. G=7.5GPa…

A: It is required to determine the polar moment of inertia. J=π32D4-d4=π3280 mm4-60 mm4=2748894 mm4 We…

Q: Determine the force member DE? 2 m 2 m 160 kN 160 kN

Q: For the frame below, F = 11.3 kips, a = 4 ft, b 8 ft, and c 3 ft. Determine the magnitude of the…

A: Given data F = 11.3 kips, a = 4 ft, b = 8 ft, and c = 3 ft

Q: Q.81 The point of contraflexure in the beam from C will be 10 kN 10 kN/m 10 m 2 m C

Q: Determine the internal bending moment (kN-m) at point D. 1.5 kN/m 0.5 kN/m A B D 6 m 3 m

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

A: AC = 3 m

Q: Determine the moment M in kN-m that must be applied to the beam to create maximum stress of 98 MPa.…

A: Determine the moment M in kN-m that must be applied to the beam

Q: /86 If the resultant of the loads shown passes through point B, determine the equivalent…

A: Given: An overhang beam from one side of length 2.1m till supports and 0.9m after supportTo…

Q: The cantilever beam carries a combination of a uniformly distributed load and a trapezoidal loading…

Q: Due to a certain horizontal force frame shown below, the moments are Follows MAB = 5 kN.m (Anti…

A: To find force P

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

Q: The pin-jointed frame work in the figure If a vertical D F. concentrated load of 800KN (downward)…

A: As per guidelines we need to answer only 1st three subparts of question

Q: Solve force in AB & B C 0 =35°, B = 40° A B B 10 KN

Q: . Solve for the following internal forces occurring on the beam loaded as shown below. a. Moment at…

Q: Determine the force in member AB if P=20 kN Note: Negative value if compression and positive if…

Q: Calculate for the axial force in kN at member CB a = 40.4 kN, b = 21.7 kN, c = 3.6 m

A: we are asked to find the axial force in the column CB. Centroid of the columns :…

Concept explainers

Intersection Design

An intersection is a location where two or more roads or railways meet or join. The traffic movement is controlled at the intersection that depends on its design and type. It governs the operation, efficiency, speed, capacity, and safety of the highways, airways, and railways. The movement of the pedestrian causes hazards and delays at the intersection.

Question

P
B
C
In the cantilever beam in the figure,
bar clearance
27 -
L= 225 cm and
single load acting on the free end of the bar
P= 12 kN.
The cross-sectional effects at point B will be calculated.
Accordingly, the normal force at point B N =?
a) 27000
OB) 0
C) 9000
OD) None.
OTO) 12000

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 Introduction:-

VIEW

Step 2 Calculation:-

VIEW

Step by step

Solved in 2 steps

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

Vertical Forces P & F in the figure produces a resultant of 500KN and a counter clockwise couple C of 250 KN-m. Find the magnitude of force P. a.) 1187.5 KN b.) -1687.5 KN c.) -1187.5 KN d.) None of the Above e.) 1687.5 KN
From the beam shown. Let P = 40 kN, Q = 4 kN/m, L =8m. Determine: 1. Reaction at A. 2. Constant C1. 3. Slope at L/3. 4. Deflection at L/3.
Determine the following unknowns on the beam shown below using Area-Moment Method. Consider 150 mm x 150 mm section and E = 80 GPa. Note that: a = 3.7 m b = 31.0 kN/m c = 35 kN Find the ff. A. Vertical reaction at B in kN. B. Moment reaction at A in kN-m. C. Deflection at point C in mm. D. Deflection at midspan of AB in mm.
Calculate the moment of force of 1.4 kN with respect to points P1 and P2.
3.) For the given couple-force system shown, determine the horizontal component of Q. P= 335 KN Q= 44 KN R=74 KN-m Z=263 KN
Considering the beam below using Three Moment Equation, Determine the vertical reaction at points A. B. and C. and the deflection at the midspan of AB.
For the steel rigid frame in Figure P8.31, com- pute the rotation of joint B and the horizontal displace- ment of support C. Given: E = 200 GPa, A = 500 mm2 , I = 200 × 106 mm4
Draw the bending moment diagram of the system under the influence of external loads below. Calculate the vertical displacement value at the intersection of the horizontal beam and vertical column member? (EI= 50000kNm2)
(a) Compute the vertical displacement of the hinge at C in Figure P8.34. EI is constant for all members, E = 200 GPa, I = 1800 × 106 mm4 . (b) The designer would like to offset the vertical displacement of the hinge at C by moving the support A. How far should support A be moved horizontally?
10. Vertical Forces P & F in the figure produces a resultant of 500KN and a counter clockwise couple C of 250 KN-m. Find the magnitude of force P.
a) Under the applied loads support B settles 0.5 in. Determine all reactions. b) Compute the deﬂection of point C. Given: E = 30,000 kips/in.^2 and I = 240 in.^4
Determine the value of the force P that must beapplied to joint C of the truss in Figure P8.7 if the verticaldeflection at C is to be zero. The area of all bars = 1.8 in.2and E = 30,000 kips/in.2