The cantilever beam carries a triangular load, the intensity of which varies from zero at the left end to 370 kN/m at the right end. In addition, a 1800 kN upward acts at the free end of the beam. Find the maximum moment in kN-m. Given: L= 14 m. Neglect the mass of the beam. w kN/m Lm B P kN

The cantilever beam carries a triangular load, the intensity of which varies from zero at the left end to 370 kN/m at the right end. In addition, a 1800 kN upward acts at the free end of the beam. Find the maximum moment in kN-m. Given: L= 14 m. Neglect the mass of the beam. w kN/m Lm B P kN

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter14: Sheet-pile Walls

Section: Chapter Questions

Problem 14.5P

See similar textbooks

Related questions

Q: Fig. P4.103 o 10-kN forces are applied to a 20 x 60-mm rectangular bar shown. Determine the stress…

Q: Find the resultant of the concurrent force system shown in figure. 300 30 400 60 60 200 400

Q: A clay layer 8 meter thick is subjected to a

Q: Fig. P4.103 4.104 TWo 10-kN forces are applied to a 20 x 60-mm rectangular bar as shown. Determine…

Q: (I Determine the size of a tile at the outlet of a 6 hac drainage system if the drainage coefficient…

A: To Determine size of a tile at the outlet of a 6 hac drainage system.

Q: P B D. L L O 72.8 kN О 37.2 kN 61.0 kN 45.0 kN 57.9 kN

Q: A copper bar is of uniform cross-section and is rigidly attached to the walls as shown. The rod is…

Q: Through a very narrow gap of height h, a thin plate of large extent is pulled at a velocity V. On…

Q: A rectangular tank is divided by a portion into two chambers, as shown in the figure. A 6-in…

Q: A cylindrical tank having a base radius of 500 millimeters and a height of 2500 millimeters is…

Q: A solid steel shaft supporting an idler pulley in a V-belt drive is subject to a rotating reversing…

Q: 02: Find dimensions (b and h) of wash water channels for one filter, for the follown • Q (discharge…

A: Given data- Wash water channel-Discharge Q for 1 filter=100,000 L/dayfor 2 filters Q=2×100,000…

Q: View Policies Current Attempt in Progress The steel pipe column shown has an outside diameter of…

Q: A bridge, as shown below, shall carry a distributed load of 280 kN/m². For the given assuming Fy=…

Q: Q2-In Oil Refineries the wastewater unit have flow rate 600 m3 hr. the oil have densit 0.77gm/ce,…

A: The given data is: The wastewater unit flow rate=600 m3/hr The density of the oil, doil=0.77 gm/cc…

Q: Calculate the pressure at a point 140 mm below the surface of the mercury in a vessel. Express the…

Q: Given data : Stress=33 N/mm2 Modulus of elasticity=55 N/mm2 Find strain

A: Given, Stress = 33 N/mm^2 E = 55 N/mm^2 Find, Strain

Q: y the following soils using the Unified soil classification system. Give the group symbol. = 100 0 =…

Q: Uj의 부재력을 구하라 20 kN 40 kN 20 kN Us 4m 20 kN 5m - 5m 0 37.5 kN (압축) 0 37.5 kN (인장) 0 20.3 kN (인장) 0…

A: ASKED: To determine the force in member U1. We will be using the Method of Sections, to determine…

Q: apacity a point

Q: The following data gives the approximate population of the world for selected years from 1850 until…

A: Population growth can be modeled with an exponential function p = bemx where x is the year and p is…

Q: Given data : Stress=33 N/mm2 Modulus of elasticity=55 N/mm2 Find strain

Q: A square footing is to be established in a clay

Q: For the soil profite below, if the uniformly distributed load Ao is applied on the ground surface…

Q: Question 15 The results of the particle-size analysis of a soil are as follows: • Percent passing…

Q: Oil (s=0.80) and viscosity (u = 0.098 Pa – sec) flow from a reservoir of surface elevation 100…

A: Please find attached images for solution

Q: Problem 2: A concrete dam retaining water is shown in the figure below. Consider the hydrostatic…

A: B = 15m

Q: A compound shaft consists of two pipe segments. Segment (1) has an outside diameter of 236 mm and a…

A: Given data D1 = 236 mm t1 = 8 mm D2 = 120 mm t2 = 16 mm TB = 44 KNm TC = 16 KNm

Q: Identical surcharges are placed at ground

Q: Water enters a motor through a 400 mm diameter pipe under a pressure of 85 kPa. The exhaust pipe is…

Q: 2.) Answer the following: a.) a 22 ft long solid steel rod is subjected to a load of 15,000 lb. This…

Q: Determine the x- and y-coordinates of the centroid of the shaded area. 65 -190- 65 125 Dimensions in…

A: ASKED: To determine the x and y-coordinates of the centroid of the shaded area. The given shaded…

Q: Q1// An interior column in a braced frame has the following service load forces and moments causing…

A: Calculate the factored axial load on the column as follows: Pu=1.2wd+1.6wl Here, wd is the dead load…

Q: Find the number of steel bars for a rectangular foundation that support an interior column of…

A: Given Data: Column Dimensions of 0.35m X 0.35 m DL = 700kn LL = 500 kn dia of steel bar = 20mm

Q: conclusion for SMART Technology used in building construction

A: conclusion for SMART Technology used in building construction

Q: A soil has specific gravity of its solids equal to 2.65. The mass density of water is 1000 kg/m3.…

Q: Find the average precipitation for the catchment area shown in Figure (1) below using Thiess method.…

Q: 3 of 5 9) A 4 ft diameter (D) drainage pipe, made of finished concrete (n = 0.014), slopes at the…

Q: Problem 2: A concrete dam retaining water is shown in the figure below. Consider the hydrostatic…

A: B = 15m

Q: PROBLEM 3 SLOPE-AREA METHOD During a flood flow the depth of water in a 12 m wide rectangular…

Q: Determine the x- and y-coordinates of the trapezoidal shape. b 2.3 b - x 1.8 b Answers: (X, ỹ) = ( i…

A: ASKED: To determine the x and y-coordinates of the trapezoidal shape shown in the figure. Let us…

Q: A saturated clay stratum draining both at the top and bottom undergoes 50% consolidation in 16 years…

A: To find time duration for second case, T2

Q: Given data: Stress=33 N/mm2 Modulus of elasticity=55 N/mm2 Find strain

A: Given data, Stress = 33 N/mm² Modulus of elasticity = 55 N/mm² To find out the strain.

Q: A storm with I1.5 cm precipitation produced a direct runoff of 5.0 cm The duration of the rainfall…

Q: How many zero force member are there in the given truss shown? D P.

Q: 01: Find the area of rapid sand filters and find the dimensions (if fivé units are used), for the…

Q: Find maximum shear stress Maximum principal stress-8 MPa Minimum principal stress=3 MPa

Q: The time for a clay layer to achieve 85% consolidation is 10 years. If the layer was half as thick,…

Q: 4.104 Two 10-kN forces are applied to a 20 X 60-mm rectangu. as shown. Determine the stress at point…

Q: 1. A drainage coefficient varies with (a) type of soil. (b) type of crop. (c) degree of surface…

Question

dont round off

The cantilever beam carries a triangular load, the intensity of which varies from zero at the left end to 370
kN/m at the right end. In addition, a 1800 kN upward acts at the free end of the beam. Find the maximum
moment in kN-m. Given: L = 14 m. Neglect the mass of the beam.
w kN/m
L m
P kN

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

From the beam shown. Let P = 30 kN, Q = 2 kN/m, L =6m. Determine the following;a. Reaction at A.b. Constant C1.c. Slope at L/3.d. Deflection at L/3.
Compute the value of EIy at 2.5 m from the left support.
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
For the simply supported beam carrying the concentrated load P = 176 N at its midspan, determine the magnitude of the maximum displacement (in mm) if d = 2.34 m, E = 11.24 GPa , and I =1749035mm4.
A tank used to collect rainwater having diameter of 4m .the depth of the tank varies linearly from 3.5m at its center to 3m along the perimeter.the local atmospheric pressure is 1bar ,the acceleration of gravity is 9.8mS square and the density of the rainwater is 987.1kg/m3. When the tank is filled with water,determine a) the pressure in kPa at the bottom center of the tank b)the total force in kN,acting on the bottom of the tank
Two steel pipe columns (E=200,000??a,A1=2000mm2,A2=1800mm2)support a rigid beam AC that has a 3.6m overhang BC. The beam supports a linearly varying load of maximum intensity w=75K/nm as shownin the figure.Neglect the weight of the beam AC, and assume that the beam is supported on the two columns such that it transmits load to each column as an axial load.Determine the vertical displacementat end C of the beam, in column 1at A and column 2at B. Answer in mm.
A concentrated load, P is appied at the center of a simply supported beam with length, l. What is the maximum deflection of the beam in millimeters? P = 27 kN, l = 5 m, EI = 18000 kNm2
Determine support reaction at B . Given P=100 Kn L=10 m
Determine the vertical distance of the center of gravity of the curved gate from the water surface shown in the figure. The curved gate is 5.7 m long. The values of the vertical component (Fv) and the resultant force. (F) acting on the gate are 300 kN and 400 kN asap
An equilateral triangular plate of side 2.4m placed horizontally in a liquid (sp. gr. 0.80) in such a way that the center of the plate is 2.5m below the free surface of water. (a) Determine the area (in sq. meters) of the plate. (b) Determine the magnitude (in kN) of the resultant force on the plate.
For the beam and loading shown below, determine the beam deflection at point H. Assume that EI = 5.6 × 104 kN·m2 is constant for the beam; P = 40 kN, LAB = 3.9 m, LBH = 3.9 m.
Application of Equilibrium Solve for the value of unknown variables Given : P1 = 10KN W1 = 5 KN/m P2 = 6 KN W2 = 10 KN/m θ= 58° a.Unknowns: RAy , RBy , RBx , MB b. compute the internal shear 1.35 m to the right of support A