六Laboratory Problem Exercise #21mwater surfaceGiven the figure and the following data:2mG.Determine(a) the width of base b on the conditions:7 ma.1 The resultant intersects the base at the downstreamedge of the middle third.GOY ha.2 If the factor of safety against overturning is 1.60a.3 If the factor of safety against sliding is 1.20TYw = 1m3TYe = 2.4-Which b among the three prevails?(Note T is ton)II(coefficient of friction betweenthe base and foundation(b) Using the value of b that prevails in part (a), determineH = 0.60b.1 the intersection of the resultant with the baseb.2 the maximum and minimum pressure intensity at the base. % of seepage below the base is 60.

Given:- The unit weight of the concrete, γc=2.4 T/m3 The coefficient of friction between the base…

Laboratory Problem Exercise #2 Given the figure and the following data: Determine (a) the width of base b on the conditions: a.1 The resultant intersects the base at the downstream edge of the middle third. a.2 If the factor of safety against overturning is 1.60 a.3 If the factor of safety against sliding is 1.20 water surface 2m E im 60Y Yw= 1. T m³ Ye 2.4- Which b among the three prevails? (b) Using the value of b that prevails in part (a), determine b.1 the intersection of the resultant with the base b.2 the maximum and minimum pressure intensity at the base. % of seepage below the base is 60. (Note T is ton) μ = 0.60 Toe (coefficient of friction between t the base and foundation

Laboratory Problem Exercise #2 Given the figure and the following data: Determine (a) the width of base b on the conditions: a.1 The resultant intersects the base at the downstream edge of the middle third. a.2 If the factor of safety against overturning is 1.60 a.3 If the factor of safety against sliding is 1.20 water surface 2m E im 60Y Yw= 1. T m³ Ye 2.4- Which b among the three prevails? (b) Using the value of b that prevails in part (a), determine b.1 the intersection of the resultant with the base b.2 the maximum and minimum pressure intensity at the base. % of seepage below the base is 60. (Note T is ton) μ = 0.60 Toe (coefficient of friction between t the base and foundation

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Problem 2: A uniform concrete slab of total weight 100 kN is to be attached as shown to two rods whose lower ends are on the same level. Determine the tensile force of the aluminum rod so that the slab will remain level. Determine the ratio of the area of aluminum rod to the steel rod so that the slab will remain level. Steel E=200 GPa L=6m Aluminum E=69 GPa L=4m Determine the vertical displacement of the concrete slab if the aluminum rod has a cross sectional area of 320 mm?, with the slab remaining at horizontal level. 3 m 6 m
Regarding geotextiles used in separation, what is the required burst pressure of a geotextile supporting 75-mm maximum-size stone and heavy trucks with a tire inflation pressure of 1000-kPa? Use (where p’ = the pressure at the geotextile interface and p = the inflation pressure); a cumulative reduction factor = 2.0; and a factor of safety = 2.0.
For the beam and loading shown below, determine the beam deflection at point H. Assume that El = 5.8 × 104 kN-m² is constant for the beam; w = 4.8 kN/m, LAB = 3.5 m, LBC = 7.0 m, LCH = 3.5 m. A B H LAB LBC LCH Answer: VH = i mm
1.) A house is being built on the soil profile shown below bears at the depth shown. The surface loading created by the house is 1500 psf. Draw the o, o', u, profiles with depth and show values at depth shown. In addition, calculate the load on the basement wall with Ko = 0.35. Depth (ft) Sand Ya = 110 pcf Y = 116 pcf 7 ft 10 Clay = 119 pcf 40 Sand = 118 pcf
2- For the shown beam estimate the following: a) Draw shear force and bending moment diagrams, b) find the maximum moment and c) at maximum moment draw bending stress distribution for circular section of diaméter 10mm. 20 kN 50 kN 50 kN/m 25 kN/m 个1个个 A 2 m 3 m
determine the tensile development lengths required using: (a) ACI Metric Equation 25.4.2.3a, assuming Ktr = 0, and (b) ACI Metric Equation 25.4.2.3a and the computed value of Ktr . Use fy = 420 MPa and fc′ = 28 MPa.
Q#4: Plate load test performed on a uniform deposit of sand and the following observations were recorded. The size of the plate was 45cm x 45cm. Plot the Pressure-Settlement Curve and determine the safe load on a footing 2m x 2m if the settlement is not to exceed 40mm. Pressure (kPa) 2 4 8 12 16 24 Settlement (mm) 3 6 20 40 60 100 Note: Write the proper answer in word format Subject: Geotechnical Design
A compressive load P=60kN is applied to the surface of a soil. o Find the vertical compressive stress at a point 2m below the surface at a distance of 1m away from the line of action of the force o Plot the distribution of vertical compressive stress on the plane 2m (i.e. for z = 2m) below the surface of the soil, for various radial distances up to 2m from the line of action of the force (i.e. r =, 0,……,2) o Plot the distribution of the vertical compressive stresses on various horizontal planes (i.e. for various values of z=0.5, 1, ……, 3) along the vertical axis (i.e. at r=0
Problem 2 100 mm For a simply supported beam, given positive maximum bending moment M+max 16kN · m and negative maximum bending moment M-max = -18KN •m. For the shown cross sectional area, find 50 mm (1) Ot,max and oc,max and specify the location (2) Plot stress distribution for Mmax = 16kN · m and M_max = -18KN • m. 37.5 mm 200 mm
1000 N/m Given: A cantilever beam has loading and cross section as shown. The allowable stress is 64 MPa. 150 mm Determine: the minimum width for the beam 6 m b
A level site underlain by fully saturated clays is cut over a few days as shown in the figure below. The water table is located at the ground surface across the site. Determine the resisting
Q1:A reinforced concrete tank * has a bottom plate (foundation) which assumed to be sliding (hinge), find the magnitude that used for drawing the Tangential Force, and then find maximum shear force, using the following data: Diameter (D) =9014mm, Height (H)=8000mm, Thickness (t)=335mm,Poisson ratio (v)=0.25, yw=10KN/m3=1x10-5 N/ mm3