The beam AB shown in the figure supports a uniform load of intensity 3000 N/m acting all over half the length of the beam. The beam rests on a foundation that produces a uniformly distributed load W over the entire length. 3000 N/m w N/m 0.8 m 1.6 m 0.8 m

The beam AB shown in the figure supports a uniform load of intensity 3000 N/m acting all over half the length of the beam. The beam rests on a foundation that produces a uniformly distributed load W over the entire length. 3000 N/m w N/m 0.8 m 1.6 m 0.8 m

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter6: Vertical Stress Increase In Soil

Section: Chapter Questions

Problem 6.4P: Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine...

See similar textbooks

Related questions

Q: The 10-kg block shown In Figure (a) rests on the smooth incline. If the spring is originally…

A: Work Energy Theorem: The work-energy hypothesis clarifies the possibility that the network - the all…

Q: 100 Ib 250 lb Determine M, P, and Q in the figure shown so that the resultant of the coplanar…

Q: The resultant of the three forces is zero. Suppose that F2 = 250 lb Determine the magnitude of F3?…

Q: In a ship-unloading operation, a 3000-lb car is supported by a cable. A worker ties a rope to the…

A: W=3000lb To find tension in cable (AB) and tension in rope (AC)

Q: A 6-kg block moves in a smooth vertical slot as shown. A spring having an undeformed length of 0.50m…

Q: The large piston in a hydraulic lift has a radius of 20 cm. What force must be applied to the small…

A: In a hydraulic lift, objects are moved by applying pressure to a liquid inside the cylinder that…

Q: Compute the hydrostatic force on a semicircular face of a cylindrical tank with a diameter of 30…

A: Diagram of the given question according to given statement:

Q: A horizontal water jet with a velocity of 10 m/s and a cross sectional area of 10 mm2 strikes a flat…

Q: Question 3 A square lamina is immersed in water with one of the diagonals vertical as shown in…

Q: A weight weighing 15 Newtons starts on A, on top of a smoothing rolling mechanism with a velocity of…

Q: A load Wis supported by a cantilever resting on a simply supported beam as shown in the figure. If…

Q: The 50 KN block is on top of an inclined plane shown in the figure. Determine the weight (W) of the…

A: Given: The weight of the block is 50 kN. The inclined velocity is 2 m/sec. The displacement is 2 m.…

Q: The figure shows a vertical cross section of a container filled with water. Find the hydrostatic…

A: Given Data: The radius of the circle is, a=7 m The weight density of water is, ρg=9800 N/m3 To…

Q: E. 3. A machine having a total weight of 20000 kN has an unbalance such that it subjected to a force…

Q: A horizontal water jet with a velocity of 10 m/s and cross-sectional area of 10 mm2 strikes a flat…

Q: A tripod whose legs are each 4 meters long supports a load of 1000 kg. The feet of the tripod are…

A: Given: The length of the tripod leg is 4 m. The load is 1000 kg. The side of the equilateral…

Q: 71. A horizontal water jet with a velocity of 10 m/s and cross-sectional area of 10 mm2 strikes a…

A: Given data: Velocity of water jet, v = 10 m/s Cross sectional area, A = 10 mm2 = 10×10-6 m2 Density…

Q: A vertical dam has a semicircular gate as shown in the figure. Find the hydrostatic force against…

A: For calculating the hydro-static force on semicircular we must calculate pressure and area in terms…

Q: The 1-m diameter solid cylinder shown is 8m long perpendicular to the figure and rests in static…

Q: The beam in Figure 2 is pin supported at A and roller supported at B. Calculate an equivalent…

Q: Two blocks slide down the plane in contact with each other shown in Figure 2. The upper block while…

Q: 5. The beam shown in the figure supports a concentrated load of 15 kN and a uniformly distributed…

Q: PROBLEM 2: Referring to the figure below, determine the reaction forces at points A and В. 10m 3m 2m…

Q: 4.) A jet of water 30 mm in diameter in diameter and having a velocity of 8 m/s strikes against a…

Q: Q1/ Determine the reaction forces in the following crane, assume the crane mass centered at G is…

A: Free body diagram of the given problem:

Q: A cross section through a wooden beam 200mm side by 220mm deep is shown in figure 3a. The beam has…

Q: A 1.5 cm wide gap between two vertical plane surfaces is filled with an oil of specific gravity 0.85…

Q: n the inclined side AB. Take density of glycerin = 2650 kg/m^3 x = 2.2 m

A: We know force acting F=γwhAso,h=a2A=x×asinb

Q: A curved gate is located in the side of a reservoir holding back water as shown in the figure below.…

A: Volume =π(2)24×3 V= 3πm3For equilibrium∑Fx=0FH= g×3+12×3=9.8×4×6FH= 235.2kN

Q: Q1: Determine the magnitude and direction of the resultant forces in figure below? F500 N F,- 600 N…

A: resultant magnitude = 454.95 N resultant direction = 9.02o in third quadrant explanation is given…

Q: Given a condition of a rectangular plate of 0.3 m × 0.5 m is immersed vertically in the water with…

Q: 2. An axial load of [A (100)] kiloNewtons is applied to a flat bar [B] mm thick, tapering in width…

A: Given, Axial load P = A(100) = 5(100) = 500KN Length (L) = 5m E = 200GPa = 200×10³mpa b1=120mm b2=…

Q: 5. Compute the magnitude of the resultant force on the indicated area and the location of the centre…

A: This question is related to Hydrostatic Pressure from Fluid Mechanics. In this question we calculate…

Q: The jet of a horizontal nozzle strikes a vertical plate with a force equal to 7000N. If the…

A: Given: Force applied, F = 7000 N Discharge, Q = 0.12 m3/s Also, Density of water, ρ = 1000 kg/m3

Q: A metal block 30 cm square and 25 cm deep is floated on a body of liquid which consist of 20 cm…

Q: A 10 m diameter plate is suspended in the water (Fig. 2). Determine the totalresultant force exerted…

A: Let’s assume that the density of the water = 1000 kg/m3 Force exerted on the plate can be…

Q: -Compute the total elongation caused by an axial load of 100 kN applied to a flat bar 20 mm thick,…

Q: Problem Set 2: A 5-m overhanging wide flange beam carries a uniformly distributed loaded of…

Q: D 6 m 1.5 m 7,5 m Figure 1 89 kN 133.5 133.5 133.5 133.5 3 m 1.5 m 1.5 m,L1.5 m

Q: Q1: Determine the magnitude and direction of the resultant forces in figure below? F- 500 N F- 600 N…

A: Given : F1 = 600 N F2 = 500 N F3 = 800 N H = .1+.3 = .4 m L = .4 - .2 = .2 m angle = 35° slope = 3:4

Q: PROBLEM No. 2 Two steel pipe columns (E = 200,000 MPa, A1 = 1800 mm², A2 = 2000 mm²) support a rigid…

Q: 2. If the velocity at point A in Fig. 2 i is 18 m/s, what is the pressure at point B if we neglect…

Q: Determine support reaction. Given a=5 m b=10 m P=30 KN

A: Given data : a=5 m b=10 m P=30 KN

Q: Q2: Determine completely the resultant R of the three forces shown in the figure below. 60 kN 100 kN…

Q: Three concurrent and coplanar forces in equilibrium is as shown in the figure. a. What is the value…

Q: W The 50 KN block is on top of an inclined plane shown in the figure. Determine the weight (W) of…

Q: A tangential force of 0.004 K N affected the upper surface of a rectangle 5 mm high, 3 cm long and 5…

Q: A small block B weighing 10 kg rests on top of a large block A weighing 60 kg. Determine the minimum…

Q: A dam is triangular in cross-section with water in the stream side that is shown in the figure. The…

Question

100%

The beam AB shown in the figure supports a
uniform load of intensity 3000 N/m acting all
over half the length of the beam. The beam
rests on a foundation that produces a
uniformly distributed load W over the entire
length.
3000 N/m
B
w N/m
0.8 m
1.6 m
0.8 m
3.2m
O Compute the value of W to be in
equilibrium.
Compute the max. shear force of the
beam.
Compute the max. m-ment of the beam.

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

Trending now

This is a popular solution!

Step by step

Solved in 4 steps with 4 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

2:37 6.00 KB/S A 2M 3M B Problem 2: A rigid block of negligible mass is supported by three symmetrically spaced rods as shown. Each copper rod has an area of 900mm2 and E=120GPA, and the allowable stress is 70MPa. The steel rod has an area of 1200mm2, E=200GPA and the allowable stress is 140MPA. Determine the largest load P which can be supported. Your answer Figure for Problem 2 STEEL 24OMM COPPER COPPER 16OMM 16OMM --
1. *A propped cantilever has a 2m overhang. The beam has a load of 2W applied half way between the fixed support and the roller support and a load of W applied at the free end. What is the minimum value of W that will cause the beam to collapse? The beam has the cross-section shown below. The yield stress is 300 MPa. 75 mm 15 mm 300 mm 2W C D 15 mm 250 mm 15 mm, 2m B + 2m 2m
(See figure) A 20 mm x 120 mm beam is subjected to a load of 50 KN acting at the centroid of the cross section as shown in the figure. Point B is 20 mm below the centerline of the beam. Figure 20 300 mm 120 20 man B 50 kN a. Find the shearing stress at point B. Ans: -16.67 MRa b. Find the minimım principal stress component on the 30 degrees plane at point B. Ans: 2.98 MPa
SITUATION 32 The simply supported beam in the figure below has a rectangular cross section 120 mm wide and 200 mm high. a. Compute the maximum bending stress in the beam. a. Compute the bending stress at a point on section B that is 25 mm below the top of the beam. 0.8 m RA 6 kN/m B 2m NA с 120 mm 15 kN D A 100 mm -+ 100 mm 1.0 m E RE
The T section is shown in Figure below is the cross-section of a beam. The beam is subjected to a uniform distributed load = 4 kN/m. The N.A is located at 34.7 mm from the bottom and that IxA =10.64x106 mm. Determine (a) the maximum shearing suess (b) the shearing stress at 15 mm from the bottom face. Q2 %3D 20mm 4 kN/m 120mm A 34.7 mm 20mm lm 3m 1m 220mm TT
A steel girder of 6m length acting as a beam carries a uniformly distributed load w N/m run throughout its length. If I = 30 x 10-6 m* and depth 270 mm, calculate: (i) The magnitude of w so that the maximum stress developed in the beam section does not exceed 72 MN/m2. (ii) The slope and deflection (under this load) in the beam at a distance of 1.8 m from one end. Take : E = 200 GN/m2 %3D
The beam AC is assured to be rigid and is supported as shown. 2. If deflection at free end is 3 mm. What is the tensión in the rod? E = 200 GPa a. 35.58 kN c. 54.73 kN b. 68.49 kN d. 41.88 kN 3. What is the stress in the rod a. 133.33 MPa c. 154.73 MPa 4. If the stress in the rod is 200 MPa, b. 128.21 MPa d. 143.53 MPa what is the safest load W? a. 41.88 kN c. 54.37 kN b. 39.34 kN d. 48.64 kN ]3m@ 20mmo 2 m
A simply supported beam is subjected to a linearly varying distributed load q(x) = qo with maximum intensity 9, at B. The beam has a length L = 4 m and rectangular cross section with a width of 220 mm and height of 285 mm. %3D 90 9(x) Determine the maximum permissible value for the maximum intensity, go, (in kN/m) if the allowable normal stresses in tension and compression are 130 MPa. kN/m
%3D QUESTION 2. An oblique bending moment of M = 5 kN.m is applied on the cross-section of an aluminum beam as shown in the figure. (a) Calculate the maximum values of compressive and tensile normal stresses on the crss section. (b) Define the orientation of the neutral axis and draw on the cross-sectionç. M = 5 kN.m 30° 10 mm 40 mm 10 mm A-40 mm--r: 30 mm 30 mm 10 mm 10 mm
1 Question 3: 2 The 60 mm diameter solid shaft is subjected to the distributed and concentrated torsional loadings 3 shown. Determine the absolute maximum and minimun shear stresses on the outer surface of the 4 shaft and specify their locations, measured from the fixed end A. Take: AA = 1.55 BB = 0.85 8. CC = 1205 kN / m 2 kN-m/m 9 10 11 AA m CC Nm 12 B. 13 вB m 14 15 16 Solution: 17 18 Te CC N.m 19 20 TAB 21 22 CC Nm Zooox N.m 23 24 25 26 CC N.m 27 28 The internal torque for segment BC is Constant T = cc NmHowever, 29 the internal for segment AB varies with x, 30 T- 2000 x+ AA = 0; T = (2000 x-cC) Nm 31 The minimum shear stress occurs when the internal torque is zero in segment AB. 32 By setting T = 0 33 0 = (2000 x -C; Ans 34 35 And 36 d = AA - x = Ans 37 Ans 38 39 The maximum shear stress occurs when the internal torque is the greatest. This 40 occurs at fixed support A where 41 d = Ans m 42 At this location, 43 (T . = 2000 AA-cc = 44 45 The polar moment of inertia of the rod is…
A beam shown below has a T-shaped cross section. Determine the maximum compressive stress of the beam. T I = 87-49 in 4 400 16/+ ↓ ↓ ↓ ↓ ↓ ↓ ↓ B TOFT 16001b 160016 4.17 1° 3200 lbft 2.914 in - 3400/6 5.886 in -NA 4FT 10° 100016 -240016 -4000 16 ff 1000lb dc V M
The overhanging beam ABC in Figure supports a concentrated load and a uniformly distributed load. The beam has a rectangle cross-sectional area of 120 mm × 180 mm (base x height). Neglect the weight of the beam. a) Construct the shear-force and bending-moment diagram. b) Determine the maximum normal stress in the beam and its location measured from point A. Ans : omax 173.92 MPa 20 kN 12 kN/m A B 4 m 10 m 20