Answered: P D A le E Loading status in figure q =…

P D A le E Loading status in figure q = 4 kN/m, P = 48 kN in the bar dimensions L= 2 m and e= 0.5 m. The cross-sectional effects at point E will be calculated. A is fixed, B is sliding joint bearing.

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: Consider a 125-mm-long segment of a simply supported beam. The internal bending moments on the left…

Q: A simply supported beam is subjected to a triangularly distributed load of Q = 2.3 kN/m segment…

Q: H.W:Find Initial displacement? Example: Calculate the vertical deflection at point B for the truss…

Q: 4. Determine the displacement at point D. El is constant. Freed B Pinned 5 kN/m D

Q: CLO 1: Determine the maximum bearing stress in MPa if P = 115 kN. Pa IT asomm 28.395 45.176 32.467…

A: P=115kN

Q: 3. Determine the vertical displacement of joint D. Given AE consta D 3 m 4 m 4 m 15 kN 20 kN

A: Data given: Asked: Vertical displacement of joint D

Q: Q1/ 30 MМ 60 MM IF : N.A |= 27 * 10° mm 120 MM V= 19.5 KN Determine the maximum and minimum shearing…

A: Given- MOI (I)= 27× 106 mm4Shear force( V)=19.5KN

Q: If a twisting moment of 1100 N-m is impressed upon a 4.4 cm ø shaft; 1. What is the maximum shearing…

A: torque is the product of the transverse load and the transverse eccentricity . in the twisting…

Q: The 50-kg homogenous smooth sphere rests on the 30° incline A and bears against the smooth vertical…

Q: 3. Determine the reaction of supports using slope deflection method. El is constant. 20 kN / m 24 kN…

Q: The 50-kg homogenous smooth sphere rests on the 30° incline A and bears against the smooth vertical…

Q: 1. The 50-kg homogenous smooth sphere rests on the 30° incline A and bears against the smooth…

Q: Analyse the structure shown in Figure using consistent deformation methods, then draw the Shear…

A: Using method of consistent deformation,....drawing of SFD and BMD for BC

Q: 1. The beam is subjected to the linearly varying distributed load at segment AB and a uniformly…

A: Beam consist of Udl and Uvl both acting on different section of beam .Beam is of simply supported…

Q: The post is made of a material with modulus of elasticity equals 13(10") KN/m and has a diameter of…

Q: Find the value of shear force if maximum shear stress 4.2 N/mm2 and cross sectional area of…

A: The given question is related with solid mechanics . In this question we are provided with value of…

Q: 80 mm Problem 2 For the shown beam, calculate the shear stress a) at point a b) at point b 160 mm…

A: Given data Point load Span length Cross section dimensions

Q: If M₂ = 280 kip-ft, find the magnitude of the bending stress at a point H. For the bear cross…

Q: Using Three-moment equation and Slope deflection equation method. Determine the (A) moment reactions…

A: We are using slope deflection method here for calculations

Q: Q2: A simply supported beam AB has a length of 3 m and carries distributed load which varies in…

A: Draw the free body diagram. Equilibrium of horizontal forces, ∑Fx=0Ax=0

Q: 150 MM Q1/ 30 MM 60 мм IF : N.A I= 27 * 10° mm 120 MM V= 19.5 KN Determine the maximum and minimum…

A: Width of flange (B) = 150mm depth of flange (d) = 30mm N.A from top of section= 60mm Width of web…

Q: 1. Determine the vertical displacement at JointB using CastieliaoorTheorem. AE is constant and…

A: P1 = 15KN P2 = 20KN

Q: 4m TO 3m. Am 20KN +15KN Given: A=2500 mm² for all members E= 200 kN/mm? for all members Required:…

Q: 4.15 The elliptical cross section shown is transmitting a torsional moment T. (a) Determine the…

A: We have to find the value of stress function and the shear stress equations, the maximum shear…

Q: 1. Determine the slope at D 2. Determine the deflection at D P=800 kN P 4 kN a=3m D.

A: Calculating the reactions at A and B: Taking moment at A=0 -800*3-4(9)+RB(6)=0 RB=406 KN RA+RB=800+4…

Q: The 79-kg homogeneous smooth sphere rests on the ( 2.3/2.4 ) incline A and bears against the smooth…

Q: 8.5 and 8.6 the mc to supp for Ou and th 250 kN 250 kN 250 kN B D E 0.9 m 0.9 m 0.9 m 0.9 m Fig.…

Q: An overhanging beam as shown in Figure Q3 (a) is loaded with a uniformly distributed load of 25 kN/m…

A: For equilibrium RA = 0

Q: Q.2 Determine the vertical movement at C, if (P=100 kN). Steel L= 2 m A = 300 mm? E = 200 GPa Ic 3 m…

Q: For the beam shown in figure below, draw the shear and moment diagrams: 1- Due to applied loads…

A: Given: For the given conditions, the moment and shear diagrams have to be drawn.

Q: 1. Compute the bending stress in the beam, in MPa, shown in the figure by using the transformed-area…

A: The values and diagram(figure) given in the question are as follows- Width of the beam(b)=350 mm…

Q: If the wide flange is subjected to a shear force of V = 30 kN, Draw the shear stress distribution in…

A: The maximum shear stress is the maximum concentrated shear force in a small area. The neutral axis…

Q: A simply supported prestressed beam of size 250 mm x 500 mm having span 8 m is pretensioned by a…

Q: 1: Determine the slope and the displacement at ponf B for the beam . B 15m

Q: Determine the slope and displacement at A of the concrete beam in the figure. Take E = 20.5x103 MPa…

Q: 4. Determine the vertical displacement at point C (i.e., Acv) for the following rigid frame, assume…

Q: 6 kPa Problem 6.4 9 kPa The load per unit area, p, over the plate in Figure 6.4 varies with a law p…

Q: Consider a 180-mm-long segment of a simply supported beam. The internal bending moments on the left…

Q: 10 KN 5 KN/m Using Castigliano's Theorem Method, compute the slope of the elastic curve at B. E =…

Q: Q1. Determine the shear stress at points C and D located on the web of the beam. w mm 25 mm 100 mm…

Q: 2- For the shown beam estimate the following: a) Draw shear force and bending moment diagrams, b)…

Q: Wedge Problem From the given figure, the mass of the block is 200kg. Coefficient of friction for all…

A: Equilibrium equations: Any forces acting on the body are calculated easily by applying the…

Q: Since the beam M in the figure is under the effect of simple bending moment, calculate the bending…

A: Given data- Beam M is under the effect of simple bending moment. h = 400mm b = 140mm and M = 150KNm…

Q: 1.22 The values of axial stress (6) in kN/m2, bending moment (M) in kNm, and shear force (V) in kN…

Q: The shaft in the figure has a hollow part from B to A and is solid throughout C to B. The hollow…

A: Asked: To determine the maximum shear stress developed in the shaft and the angle of twist of A with…

Q: 1. Solve the slope at each support and the deflection at the midspan (pt. C), in terms of the…

Q: If a twisting moment of 1100 N-m is impressed upon a 4.4 cm ø shaft; 1. What is the maximum shearing…

Q: Compute the vertical and horizontal components of displacement of joint E produced by the loads. The…

A: Solution: Considering the diagram:

Q: Q. 3 Determine the vertical displacement of Joint A by the Method Virtual Wok if member AE is…

A: Apply unit load at A

Q: Calculate the minimum force P required to keep the 0.294 KN rod AB from sliding. The contact surface…

A: f=0.2NATake moment about B∑ MB=0NA3+f4-0.2942=0NA3+0.2NA4-0.2942=0NA=0.115473kN

Concept explainers

Methods to Determine Vertical Stress

The load applied to the soil is transferred to the underground. The presence of water at soil pores and solid grains above the soil are the primary components that are responsible for the effective load transfer. Due to the load acting, the internal component of the soil or the underground formations undergoes deformations or a tectonic shift. The amount of deformation depends upon the amount of load acting on the soil surface, which indeed, depends on the weight of everything present above the soil. Due to this, the underground soil element develops internal stresses which try to resist the tectonic changes.

Question

P D
B
A
E
Loading status in figure
q = 4 kN/m,
P = 48 kN
12 -
in the bar
dimensions
L= 2 m and e= 0.5 m.
The cross-sectional effects at point E will be calculated.
A is fixed, B is sliding joint bearing.
Accordingly, the bending moment at point E M=?

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 1 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

Determine the deflection 8g at the free end of a cantilever beam AB with a uniform load of intensity q=4 kN/m acting over the middle of the length and a point load. The lenghth of beam is equal to L=3 m. The beam has flexural rigidity El=4286311 Nm². Note that upward deflection is positive. P=qL/6 A +4 3 9 L 3 13 B ↑
A horizontal beam is supported by an inclined strut and carries a load of 15 kN at joint AD CBD in the figure. The strut, which consists of two bars each of thickness 40 mm, is connected tothe beam by a rivet passing through the three bars meeting at joint. The allowable shear Cstress and bearing stress are all, z =60 MPa and =120 MPa, respectively.a) Determine the required diameter of the rivet at the hinge that carries safely by the given Csystem.b) If the diameter rivet used on the support is 20 mm check whether this rivet diameter is Asufficient for the given system.
PROBLEM 2. The rigid bars shown are separated by a roller at C and pinned at A and D. A steel rod at at B helps support the load P. Determine the vertical movement of the steel rod Given: TTTTTT 3m B Steel L=5m A = 300 mm² E = 200 GPa 2m 1.5 m Sc с P =92 KN 2 m final position
A prismatic steel beam is shown in the figure P. A C E,I L/3 2L/3 The plastic moment, M, calculated for the collapse mechanism using static method and kinematic method is 2PL (a) M, * M. 'p, kinematic 9. %3D 'p, static 2PL (b) M. = M, 9. (b) 'p, static 'p, kinematic 2PL =M, 9. (c) Mp. static NT %3D 'p, kinematic 2PL %3D (d) M M. 'p, kinematic %3D p, static
The beam ABD with simple support in A and B and overhang BD is shown in the figure. Calculate the defections at point D. Assume GPa E= 200 GPa and I= 15x106 mm4. ans. Yp = ? mm 36 KN 16 KN-m A 2m 2m 2)
3. Find the value of El midway between the supports for the beam shown. Use the Super Position method. -5 m- 180 KN B m El = constant E = 70 GPa I = 2,340 (106) mm4 15 kN/m m-
A cylindrical pin made of carbon steel is loaded with a maximum possible twisting moment Mv. Maximum allowedshear stress is τmax = 40 MPa. The pin has the diameter measurement d = 50 mm, and the length measurement L = 250 mm.Calculate the free end distortion θ in degrees. G=80 GPa
Q 2: A steel rod having a cross-sectional area of 300 mm² and a length of 5.5 m is suspended vertically from one end. It supports a tensile load of 30 kN at the lower end. Find the total clongation of the rod. Use E = 200 x 10° Mpa. 5.5m 30 kN
Q3/ The beam is subjected to a moment of 15 kip.ft. Determine the resultant force of the bending stress produces on the top flange A and bottom flange B. Also compute the maximum bending stress developed in the beam. Omexc? 1 in M = 15 kip-ft (8 in) 1 in. 5 in. 1 in. 3 in D Figure 3 Bol B
Use the Moment-Distribution method to draw the BMD and SFD for the frame below. Include sidesway in the analysis. Assume that flexural rigidity, El, of members BC and EB is three times the one of that of the other members and EA>>. 5 kN E 2 m 3EI 2 kN/m ^^^^^^^^^^^^^ B ΕΙ 5 m 5 m 3EI ΕΙ 20 kN 4 m 2 m
P 3 m 3 m 120 mm 50 mm 50 mm 20 mm 20 mm 150 mm N/A y The T-shaped beam shown above is supporting a concentrated load P at its free end. The beam has an allowable bending stress of allow = 250 MPa and an allowable shear stress of Tallow= 100 MPa. a) Determine the distance to the neutral axis (y), second moment of area (I), and the section modulus (S) of the cross-section. b) Draw the shear force diagram (SFD) and bending moment diagram (BMD) of the beam. On your diagrams, express the values of shear and moment in terms of the applied load P. c) Determine the maximum value of P such that bending failure will not occur. d) Determine the maximum value of P such that shear failure will not occur. e) Based on your answers to (c) and (d), what is the maximum load P that can be applied to the beam? Is this beam bending or shear governed?
6–119. Determine the maximum allowable intensity w of the uniform distributed load that can be applied to the beam. Assume w passes through the centroid of the beam's cross-sectional area, and the beam is simply supported at A and B. The allowable bending stress is o allow = 165 MPa. %3D A 15° 6 m w(6 m) 15° 15 mm 100 mm 100 mm 10 mm 15 mm 15° 100 mm Probs. 6–118/119