Q.2 A/Use Khosla theory to check safety against uplift pressure at points F, K, G, J and H 149.6m 0.5 m 148.5m 147m 146m 1m 145m 1m F H 2m 143.25m 6m 8.5m 2.5m 2m 9m 140m 140m B/is the value of uplift pressure at K equal to uplift pressure at G ?Why ? If you applied Lane or Bligh could the values be equal ? How can you fix this ?

Q.2 A/Use Khosla theory to check safety against uplift pressure at points F, K, G, J and H 149.6m 0.5 m 148.5m 147m 146m 1m 145m 1m F H 2m 143.25m 6m 8.5m 2.5m 2m 9m 140m 140m B/is the value of uplift pressure at K equal to uplift pressure at G ?Why ? If you applied Lane or Bligh could the values be equal ? How can you fix this ?

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

Calculate the uplift pressure at point C₂ shown in the figure below using Khosla's theory. 5m AH-6m E1 C1 D1 10m USWL E2 C2 3mm D2 20mm v DS BL E3 C3 D3 0.2 m 7mm
Determine the flexural stresses in the beam section using transformed-area method. M. 100 kN m 10 25 mm 40 250 mm 450 mm 150 mm 250 mm 600 mm
Q1- The W=2500-N block shownin Fig. below is in contact with 30° incline. The coefficient of static friction is o.25. Compute the value of the horizontal force P necessary to W P (a) just start the block up the incline or (b) just prevent motion down the incline? 30°
BRAIN EXERCISE PROBLEM 1 Determine the maximum shear stress, maximum flexural tensile stress and maximum flexural compressive stress of the beam. The dimensions of the cross-section of the beam are a = 300 mm, b = 150 mm and c = 50 mm. A 30 KN/m D. Lopez www. 10 KN 2.00 B C 20 KN/m D wwwww. 1.00 1.00 2.00 in meters E Figure A: Overhanging Beam C a
A cantilever of 3 metres length and of uniform rectangular cross section 150 mm wide and 300 mm deep is loaded with a 30 kN load at its free end. In addition to this it carries a uniformly distributed load of 20 kN metre run over its entire length, Calculate: (i) The maximum slope and maximum deflection. (ii) The slope and deflection at 2 metres for the fixed end. per Take, E = 210 GN/m² %3D
I need the question saying estimate the uplift pressure
A 5 m long cantilever concrete beam is supporting a uniformly distributed load of w= 4 kN/m and a 4 kNm counter-clockwise moment at point B as shown Figure 4. Assuming that E = 200 GPa and I= 50x10°mm": M kNm w kN/m B L/2 m - L/2 m Figure 4 a) Determine the slopes at points C O C= rad Please insert - sign if the slop indicates the counterclockwise. Submit part Unanswered b) Determine the maximum deflection at C yc = mm Please insert - sign if the deflection indicates the downward.
A 6 m long cantilever concrete beam is supporting a uniformly distributed load of w = 2 kN/m and a 3 kNm counter-clockwise moment at point B as shown. Assuming that E = 200 GPa and I = 50x106mm4 %3D %3D %3D M kNm w kN/m В L/2 m L/2 m a) Determine the slopes at points C = __rad State if the slop indicates the counterclockwise. b) Determine the maximum deflection at C YC = mm State if the deflection indicates the downward.
A flooring system consists of parallel I-beam sections spaced at 3 m on centers with simple spans of 6m. The beam supports a 200mm thick slab that laterally supports the top of the beams. The flooring system is designed for a superimposed load of 1750 N/m^2 The properties of the I-beam sections are: d= 352mm, tw= 7mm bf=170 mm, tf= 10mm Ix= 0.00012m^4, W= 44.85 kg/m Fy- 248 MPa,E= 200,000 GPa 1. Calculate the plastic section of the steel section in mm^3 2. Calculate the nominal strength (kN.m) of an individual beam if it is laterally supported by the concrete slab. 3. Calculate the unfactored service dead load on an individual beam in kN/m 4. Calculate the maximum service live load (kPa) the beam can sustain under LRFD provisions using φb= 0.9 5. Calculate the maximum live load (kPa) the beam can sustain under ASD provisions using Ωb=1.67
BRAIN EXERCISE PROBLEM 1 Determine the maximum shear stress and the maximum flexural stress of the beam. The cross-section of the beam is 150 mm x 350 mm. A B 10 KN 15 KN/m C 1.50 1.00 1.50 10 KN/m D D.Lopez 2.00 in meters Figure A: Overhanging Beam E
Given the ff. data of dynamic lateral force procedure for buildings:Period of vibration: T = 0.8 secSpectral velocity, Sv = 0.15 m/secK = 15 158 kN/mmTotal W = 2400 kN Give the maximum relative displacement,the value of spectral acceleration,value of the lateral force of the tank in kN,the value of the maximum base shear in kN.
5-4.6. The 500-lb block shown in Fig. P-5-4.6 is in contact with a 45° incline. The coefficient of static friction is (0.25. Compute the value of the horizontal force P necessary to (a) just start the block up the incline or (b) just prevent motion down the incline. (c) If P = 400 lb, what is the amount and direction of the friction force? %3D