Answered: 2. A horizontal beam ABC is loaded as…

2. A horizontal beam ABC is loaded as shown in the figure below. The distance of the point of contraflexure from end A (in m) is 10kN 0.75m B C 1 k 1m (5)

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: ASAP, answer the two questions to receive a like. A cable weighing 150N/m has a span of 180m and…

Q: For the state of stress at a given point M shown below. Determine Р 1. The normal stress and shear…

Q: A test plate 30 cm x 30 cm resting on a sand deposit settles by 10 mm under a certain loading…

Q: Density of Cement - 1440 kg/m³ Density of Sand - 1560 kg/m³ Density of Gravel - 1600 kg/m³ Calculate…

A: Given, Density of cement = 1440 kg/m3 Density of sand = 1560 kg/m3 Density of gravel = 1600 kg/m3

Q: The porosity of a soil is 0.35. Given G₁ = 2.70. Calculate: a. Saturated unit weight. (Enter your…

A: Calculate (a) Saturated unit weight (b)Water content

Q: The wheel shown in the figure rolls without slipping on the horizontal plane. The angular velocity…

Q: A rigid bar is suspended by thr the same material as shown in the figure. The area and length of the…

Q: Que. In the analysis of flood frequency of a river using Grumbel's method, the peak flood discharge…

Q: For the data given in table and taking kor depth and kor period for wheat as 13.5 cm and 4 weeks…

Q: Q5-B) A wooden cylinder (y=5.8 kn/m³) floats in an oil (S.G-0.9). How much of the cylinder extends…

Q: A diagonal strut is subjected to a force, P = 75 kN. The strut has a hollow square cross section of…

Q: In the Figure 3, if m=15 kg and 0-30°, then the weight component normal to the inclined surface is…

A: Given: mass Angle To find: Weight component normal ho inclined surface.

Q: 7.13 For a sandy soil, the following are given: • Maximum void ratio = 0.75 • Minimum void ratio =…

Q: A steel pod is between two rigid walls and carries a tensile load of 6000N at c. If the allowable…

A: The given data is: Tensile load, T=6000 N (At 24° C) Allowable load<130 MPa (At 24° C)…

Q: Q2-A- Use the graphical method to find the magnitude and direction of the resultant of these forces.…

A: The given figure is shown below:

Q: The diameter of a 3 meter pipe decreases from 450 mm to 150 mm.Discharge is 150 liters per…

A: Given, D1 = 450 mm or 0.45 m D2 = 150 mm or 0.15 m Q = 150 L/s

Q: The blades of the portable fan generate a 1.2-lb thrust T as shown. Compute the moment Mo of this…

Q: Typewritten for an upvote. No upvote for handwritten. Please skip if you have already done this.…

A: Dse = r-3 = 3-3 = 0 Dsi = m+r-2j = 7 + 3 -2*5 = 0 Ds = Dse + Dsi = 0 It is determinate beam…

Q: The breaking strength of a 0.65-m long string is 500 N. Find the maximum speed that it can attain if…

Q: Q5-B) A wooden cylinder (y=5.8 kn/m³) floats in an oil (S.G-0.9). How much of the cylinder extends…

Q: =pectively and for rice as 19.0 cm and 2.5 weeks respectively, compute the average disc quirement…

A: Answer: Avg discharge requirement = 2.89 cumecPeak demand = 3.14 cumec Solution: Given, Wheat…

Q: An increase in pressure of 2 bars decreases the volume of a liquid by 0.01 percent. Find the bulk…

A: Given data- Increase in pressure ∆P=2 bars 1 bar=105 N/m2⇒∆P=2 bars =2×105 N/m2decrease in volume…

Q: A core cutter 15 cm in height, 10 cm in diameter, and having a mass of 1078 gm when empty is used to…

Q: 7.23 Refer to Figure 7.25. During an auger hole test to determine field permea- bility, it was…

A: Given, h = 2 m dw = 150 mm L = 4 m

Q: 4. What are the two (2) main types of thermal treatment? Name three (3) forms of hazardous waste…

A: Thermal Treatment : Thermal treatment is the process where heat is used in large quantity. It may be…

Q: A column footing of 1.8 mx 1.8 m is to be placed 1.5 m below ground level in a dry cohesionless…

A: Solution: Given: B = 1.8 m D = 1.5 m γ = 21 kN/m3 ϕ = 36o qa = 1350 kN For ϕ = 36o, Nc = 65.53; Nq…

Q: he state of strains at a point are defined as follows. Find the magnitude of largest normal strain…

Q: A load of 430 kN/m is carried on a strip footing 2m wide at a depth of Im in a stiff clay of…

Q: A column footing of 1.8 mx 1.8 m is to be placed 1.5 m below ground level in a dry cohesionless…

Q: What is the shear stress in a steel W14X257 beam that spans 40ft with a uniform load of 3k/f?

A: Given data:- Steel beam section W14×257 Length of beam, L=40 ft Uniform distributed load, w=3 k/ft

Q: The porosity of a soil is 0.35. Given G, = 2.70. Calculate: a. Saturated unit weight. (Enter your…

Q: 1- Consider the unit cube shown in the Figure, which undergoes the deformation: x₁ = a (x₁ - - X₂),…

Q: Q2-A- Use the graphical method to find the magnitude and direction of the resultant of these forces…

Q: Granulometry and Volumetry of soils In a partially saturated soil, the W is 66.67%, the Ss is 2.5,…

A: water content, w= 66.67% = 0.667 relative specific gravity,(G) or Ss = 2.5 saturated specific…

Q: Velocity distribution function for flow over a channel is represented by u = 0.6z - z² where u is…

A: given velocity distribution functionu=0.6z-z2dynamic viscosity μ=0.8 Ns/m2shear stress at distance…

Q: VERTICAL PARABOLIC CURVE IS TO CONNECT A BACK TANGENT OF -2% AND A FORWARD TANGENT OF 3%. THE CHANGE…

Q: Compute the horizontal and vertical components of the deflection at C in Figure P8.29. E = 200 GPa,…

A: For vertical deflection, vertical unit load is placed at C and and place a horizontal deflection…

Q: An 800-meter-long pipe is supposed to carry water from a 5-meter- high point to a 22-meter-high…

A: Given, D = 30 cm or 0.30 m f = 0.05 Z1 = 5 m Z2 = 22 m

Q: -A- A man stands on the middle rung of a 250 N ladder resting on a smooth floor and against a wall…

A: The mass of man = 1025N ( Weight = 104.4kg)

Q: In designing a sewer an engineer selects a diameter of 300 mm and a slope that yields a velocity of…

A: Given :

Q: The angular acceleration of a flywheel decreases uniformly from 9 rad per sec² to 3 rad per sec² in…

Q: when a sample of medium sand was tested in a constant head permeameter, if the cross-section area of…

Q: Draw and label the shear and moment diagrams for the beam below. (Note: Lectures 5-1.1 for the point…

Q: After applying the dead load P on the rectangular beam with b=300mm, d=500mm, and h=700mm, the…

A: Answer We are given width b = 300 mm effective depth d = 500 mm Total height h= 700 mm short term…

Q: Question 1 Find reaction forces and all the force members with the corresponding types of force for…

Q: A beam is loaded with a uniformly distributed load between the two roller supports and a single load…

Q: 7.11 The hydraulic conductivity of a sandy soil is 0.011 cm/sec at a room tempera- ture of 24°C.…

Q: in the Figure 4, the smallest force that can pe applied at the point A to produce the same moment in…

Q: For a normally consolidated clay, the following values are given. k (cm/sec) 0.45 × 106 0.78 1.1…

Q: Q5-B) A wooden cylinder (y=5.8 kn/m³) floats in an oil (S.G-0.9). How much of the cylinder extends…

Question

A horizontal beam ABC is loaded as shown in the
figure below. The distance of the point of
contraflexure from end A (in m) is
10kN
(327) Ag
0.75m
B
C
k
D
1m
-

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 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

P1= 100KN A=4
Derive S = S0 + V0t + (1/2)at2
If F1 = 10N, F2 = 15N, F3 = 8N, F4 = 10N, F5 = 18N, and the length of te side of a red square is 1m. Calculate magnltude (+ for CCW, - for CW) of the resuItant moment (N-m) about point A.
The 450N plate is attached to collars which may slide on the vertical rod. If the coefficient of static friction is 04 between both collars and the rod determine the maximum supporting force available from friction when F = 0 and when F = 200N; a = 2.75m , b = 4.5m , c = 2m Show solution, the answer is 618.75
A tapered cantilever beam AB supports a concentratedload P at the free end (see figure). The crosssections of the beam are rectangular with constantwidth b, depth dA at support A, and depth dB = 3dA/2 at the support. Thus, the depth d and moment of inertiaI at distance x from the free end are, respectively, d = (dA/2L)(2L+x) I=(bd3/12) =(bd3A/96L3)(2L+x)3 = (IA/8L3)(2L+x)3in which IA is the moment of inertia at end A of thebeam.Determine the equation of the deflection curveand the deflection δA at the free end of the beam dueto the load P.
Q) All answers of second moment of area shall be in \times× 106 mm4 Solve it early I upvote
I cannot understand these For point of contraflexural, 40090300=200×x90300 x=2 m θA=0 (fixed support) θDA=θD-θA=θD=Area of MEI Dia between A and D = 19030012×600×3+600×4+12×300×3-12×200×2 =355090300 θD=0.03931 radianθD= 2.252° Deflection at point D ∆D=31-CosθD ∆D=2.3176×10-3 mm Deflection at point D is 2.3176×10-3 mm
For the ff. beams:a. Determine the location of the neutral axis from the bottom of the beam.b. Calculate IY.c. Calculate IX using the three approach. (The three approach) • combine the area using bh3/12 • minus the area using bh3/12 • using bh3/3
DET. THE VALUE OF P THAT WILL CAUSE DEFLECTION OF THE 150X220 mm BEAM EQUAL TO 32mm (AT POINT C) WITH THIS VAIUE OF P , WHAT IS THE DEFLECTION AT POINT B USE E=656Pa
20 -In the cantilever beam in the figure, bar clearance 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 Moon on the fixed support at point A=? A) None.B) 27000C) 12000D) 0E) 9000
Solve fast please I need correct answes
Please only solve 12.15 PLEASE EXPLAIN TO ME HOW TO FIND THE LOCATION OF THE RESULTANT, I don't know how to take the moment about the buttom for each area, please explain, thank you