The rigid bar BDE is welded at point B to the rolled-steel beam AC. 12kN load is applied 0.75m from A. a) Draw the V and Diagram and then calculate: b) the slope at point A, c) the deflection at point B. Use E-200 GPa. d) Maximum deflection and show its location.

The rigid bar BDE is welded at point B to the rolled-steel beam AC. 12kN load is applied 0.75m from A. a) Draw the V and Diagram and then calculate: b) the slope at point A, c) the deflection at point B. Use E-200 GPa. d) Maximum deflection and show its location.

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: Use the method of SECTIONS to find the true magnitude and direction in bar FE of the truss shown…

A: Given a loaded truss with members AB,BC,CD,CE,BE,BF,EF. Two external loads 500lb and 1000lb are…

Q: Q1 constant. Determine the slope and the displacement at C. El is 12 k-ft JA 4 ft 6k 6 ft B

Q: Example 5. With what accuracy must the slope angle 5° 30' be measured if the horizontal distance…

A: Slope angle θ = 5o 30' Slope distance S = 1320.50 m accuracy upto 0.005 m, To Find- The value of the…

Q: Here is data for two profiles of density vs depth. Use excel or similar to plot density vs depth for…

Q: 9-4 Determine the deflections at the middle spans for the following simple beams. (neglect the…

A: a) b)

Q: 1) Find the vertical deflection at joint D in mm?

A: Free body diagram: Compute the support reactions: ΣFx=0HA=0RA=5 kNRE=5 kN Inclined member length:

Q: 3/ Determine the force in each member of the truss and state if the members are in tension or…

Q: A 30 cm square plate settle by 8 mm in the plate load test on a cohesionless soil, when the…

A: Width of plate, Bp=30 cm=0.3 m Settlement of plate, Sp=8 mm Loading = 180 kN/m2 Width of foundation,…

Q: 8-1 Construct the influence lines for reactions and internal forces on designated sections by using…

A: Since there are two different sections, as per the policy the first one will be solved. ILD for…

Q: => AN SPECIFIC ACTING ON THE VERTICALLY OPEN CUBICAL WEIGHT 8 kN/m²³ SIDE UPWARD IN TANK OF UP A AND…

Q: A timber beam is 100 mm wide and 150 mm deep. The beam is simply supported and carries a central…

A: Given- A timber beam- width=100 mm, depth=150 mm, Simply supported beam- central concentrated load=W…

Q: A cantilevered prismatic beam (ABC) has a concentrated load applied at the mid span (B). The beam…

A: E = 200 GPa Determine the reaction at D (RD).

Q: Use SLOPE DEFLECTIONS METHOD determine the member end moments of the beam of the rectangular cross…

Q: Determine the equations of the elastic curve, v(x), for the beam using the x, and x₂ coordinates.…

A: FBD of the given beam: To Find: The equations of the elastic curve, v(x) for the beam using the x1…

Q: A hydraulic jump occurs in a rectangular channel 2.3 m wide with a flow rate of 1.5 m^3/s. If the…

A: Given; Width (B) = 2.3 m Flow rate (Q) = 1.5 m³/s Upstream depth (y1) = 0.25 m

Q: 6-3. Draw the influence lines for (a) the moment at C, (b) the vertical reaction at A, and (c) the…

Q: A W = 12 kips/ft B hinge 6 kips/ft C 6 kips D

A: A beam is fixed at A and roller supported at C also, an internal hinge is present at B. To determine…

Q: 3. The figure is a section of a masonry dam resting on a foundation and subjected to water pressure…

Q: 5) Use the method of SECTIONS to find the true magnitude and direction in bar HG of the truss shown…

A: To find force in member HG

Q: Draw the influence lines for (a) the vertical read (b) the shear at C, and (c) the moment at C.…

Q: For the given concrete mix design below, calculate the field weight of the ingredients in kg's if…

A: Mass of cement = 300 kg/m3 Mass of water = 150 kg/m3 SSD mass of coarse aggregate = 1020 kg/m3 SSD…

Q: An isolated three-phase traffic signal is designed by Webster's method. The critical flow ratios for…

A: An isolated three-phase traffic signal designed by Webster's method- Critical flow ratio for the…

Q: A beam AB is fixed at both ends and carries a uniformly distributed load of intensity per unit…

A: We have to determine the percentage increase in bending moment at A

Q: Use the virtual work method to determine the horizontal deflection at joint C (Ac-x) of the frame…

Q: An angle L5x5x5 tension member of A36 steel is connected to a gusset plate with six 3/4-inch…

A: Tension member L5x5x5/8 A36 steel. Bolt diameter, db = 3/4 in 6 bolts spaced 3 in The length of the…

Q: Angle of twist at E, Øif Torque at F is 107 Nm, G-210 GPa and J-79531 88 mm 4 Power at F= 2000 MW…

A: The power at F = 2000 MW The angular velocity = 200 rad/sec The modulus of rigidity = 210 GPa The…

Q: Problem 3. An un-equal leg angle L8x4x½ made of ASTM A242 steel (Fy = 50 ksi, Fu = 70 ksi) is used…

A: Unequal leg angle, L 8 x 4 x 1/2" of ASTM 242 steel, Fy=50 ksi , Fu= 70ksi To Find: (a) Factored…

Q: For the topo map below, identify the following items: a. Identify on the map the highest point. a.…

A: A contour map is given, we need to answer the given questions

Q: The hydraulic head that would produce a quick condition in a sand stratum of thickness 2.3 m,…

Q: Do Q2: A municipal wastewater treatment plant discharges secondary condition occurs in the summer…

A: Wastewater characteristics: Q1=10000 m3/d=0.116 m3/sC1=30 mg/lDO1=1.5 mg/lT1=25°C Stream…

Q: Given the following information for a compound curve that Leads with short cur o | = 98°48'13" ols =…

A: I=98°48'13''Is=32°15'53''Ts=2110.17 feetDL=1°45' To find: Length of the long curve in feet

Q: A ball moving on a smooth horizontal table hits a rough vertical wall, the coefficient of…

A: Give data Ball is moving on the smooth surface. Assume initial velocity of ball = u And Hits to…

Q: The centroid of the hatched portion from the base shown in the given figure is d d Half circle

Q: moment A P514 B B

A: Given one side hang beam with BMD diagram and asked to draw the deflection curve, shear diagram and…

Q: (a) Calculate factored yield strength of the tension member. (b) Calculate factored fracture…

A: Cross-section of angle = L8-41/2 Grade of steel, fy=50 ksi and fu=70 ksi It is sked to determine the…

Q: ith neat sketches show three modes of fracture in a cracked material

A: Fracture mechanics examine crack propagation and failure modes under different loading conditions.…

Q: Calculate the maximum tensile and compressive stresses in the section of BC of the beam. 15 ເຄດາ -…

Q: The cross section of a gravity dam is given below. The normal operating level of the reservoir is 50…

A: Given; Normal operating level of the reservoir = 50 m The maximum level = 55 m The friction…

Q: The following are the results of laboratory consolidation test conducted on clayey soil sample.…

A: The compression index is the slope of the virgin curve in the plot of void ratio versus the log of…

Q: 2 Rod reading on A Rod reading on B 1.71 6.25 Instrument at A Instrument at B 0.52 4.49 Rod

Q: Design a trapezoidal footing for the loading conditions given in the figure for a uniform soil…

A: Uniform soil pressure- 320 kPaTo design- trapezoidal footing

Q: A theodolite is setup at point (A) , For observing target point (B) the vertical circle reading are…

A: The vertical circle readings are, For Left hand face, FLZenith Angle=303°48'0'' For Right hand face,…

Q: For designing a 2-phase fixed type signal at an intersection having North-South and East-West road…

A: For designing a 2-Phase fixed type signal at an intersection having north-south and east-west road…

Q: 矩形截面简支梁,加载于梁中点C,如图示。求amax Imaxo Simply supported beam with rectangular section, loaded at beam…

A: A simply supported beam is given we need to find out σmax and ?max

Q: . The beam weighs 3600N. Draw the V and M diagram. b. Assume we do not now the weight of the beam…

A: 1-If Beam weighs 3600 N then drawing of SFD and BMD 2- if Beam Weighs is not know then finding of…

Q: 5/117 Determine the reactions at A and B for the beam subjected to the distributed and concentrated…

A: FBD of the given Beam: To Determine : Reactions at A and B

Q: 1 d oh F₁=3 kN en F₂-2kN f m

Q: Using Unit Load Method to find the Load (P kN) to make the vertical deflection at point (B) equal to…

A: The beam figure is given in question.

Q: A cantilevered prismatic beam (ABC) has a concentrated moment applied at the mid span (B). The beam…

A: Deflection at C is given by δc = Deflection caused at C by M and Deflection resisted at C by cable…

Q: In a ready mixed concrete plant, 28 days compressive strength results of 16-cylinder specimens were…

A: specimen Compressive strength Deviation (X-X) X = 33.375 Squared Deviation 1 36 2.625 6.89 2 36…

Concept explainers

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.

Question

The rigid bar BDE is welded at point B to the rolled-steel beam AC. 12kN load is
applied 0.75m from A.
a) Draw the V and Diagram and then calculate:
b) the slope at point A,
c) the deflection at point B. Use E-200 GPa.
d) Maximum deflection and show its location.
12kN
A
BY
D
20 kN/m
E
60 KN
-1.5 m 1.5 m-1.5 m
C
W410 X 85

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: Given data:

VIEW

Step 2: 1. Draw the Shear force diagram

VIEW

Step 3: 2. Slope at point A

VIEW

Step 4: 3. Deflection at point B:

VIEW

Step 5: 4. Maximum deflection and location

VIEW

Solution

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 6 steps with 2 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) Define the bending stress as relates of beams. B)A fixed AB length 3m carries a point load of 45KN at a distance of 2m from A.if the flexural rigity (i.e. EL)is 1×10^4KNm^2, determine: I) fixed end moment A and B II) Deflection under the load III) the maximum deflection IV) The position of the maximum deflection.
The simply supported beam consists of a W530 x 66 structural steel wide-flange shape [E = 200 GPa; I = 351 x 10^6 mm^4]. Determine the beam deflection at point C. Assume MA = 350 kN-m, W= 85 kN/m, P = 120 kN, MD = 185 kN-m, LAB = 5.0 m, LBC = 2.5 m, LCD = 3.8 m.
The simply supported beam consists of a W530 × 66 structural steel wide-flange shape [E = 200 GPa; I = 351 × 106 mm4]. Determine the beam deflection at point C. Assume MA = 310 kN·m, w = 110 kN/m, P = 105 kN, MD = 195 kN·m, LAB = 3.6 m, LBC = 1.8 m, LCD = 2.7 m.
The cantilever beam consists of a rectangular structural steel tube shape [E = 204 GPa; I = 80 × 106 mm4]. For the loading shown, determine the beam deflection at point B.Assume wAB = 70 kN/m, wBC = 35 kN/m, P = 20 kN, Q = 55 kN, LAB = 1.7 m, LBC = 2.8 m.
A 7-m simple beam is carrying a uniform load of 25 kN/m over the entire beam with two-point loads of15 kN at 1.5 m from both ends. If E = 200 Gpa and I = 0.000332 m4 , determine the following using the Double Integration Method:a.) Midspan deflectionb.) Deflection at 1.5 m from the left reaction. Show FBD
9 -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. Accordingly, the shear force at point E T=? a) 14B) 2C) 6D) 0E) 4
Determine the following unknowns on the beam shown below using Area-Moment Method. Consider 150 mm x150 mm section and E = 80 GPa. Show complete and organized solution. 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. Given: a- 7m b- 24kN/m C- 30kN
Before the load P was applied, a gap, ?0 existed between the cantilever beam AC andthe support at B. Knowing that E=200 GPa, determine the magnitude of P for which thedeflection at C is δ and the reaction at B (Hint: Use the method of superposition and beam deflections in Appendix A) ?0 (mm)=2.75 δ (mm)=5.5
D.48. Compute the ultimate strength capacity of the positive moment beam design below. f'c= 25.6 MPa, fy= 426.9 MPa, bf= 790 mm, t= 90 mm, hw= 440 mm, bw = 450 mm ds= 12 mm, ct= 30 mm, cb = 35 mm. Steel bar details: compression side at top (single layer): 3 - 20 mm dia. , tension side (double- layered): upper layer is 4 - 28 mm dia. and lower layer is 4 - 28 mm dia.
A 6-m simple beam is carrying a uniform load of 25 kN/m over the entire beam with two-point loads 15 kN at 1.5 m from both ends. If E = 200 Gpa and I = 0.000332 m4 , determine the following using Moment Area by Parts: a.) Midspan deflection b.) Deflection at 1.5 m from the left reaction.
The Q-kg industrial door with mass center at G is being positioned for repair by insertion of the 5° wedge under corner B. Horizontal movement is prevented by the small ledge at corner A. The coefficients of static friction at both the top and bottom wedge surfaces are 0.66. Calculate the rightward force P' which would remove the wedge from under the door. Assume that corner A does not slip for your calculation of P'. Q = 801
Determine the midspan deflection. Use γ=24 kN/m^3 and fc'= 24 MPa