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1. Design a light weight truss of steel or aluminiumadnodized material of
2. Cantilever Span - 15 m with a load of 800 kg on the free end pl
types of truss of 15 m cantilever with 1000 kg on free end. May be steel or any lightest material aluminium anodized truss. thanks
Neglecting the mass of the pulley and the effect of friction in the pulley and between block A and the horizontal surface. Determine (a) the initial tension in the table (b) the initial acceleration of Block A (c) the initial acceleration of Block..
Undrained Shear box tests were carried out on a series of soil specimens with the following results Total Normal Stress (kPa) Total shear stress at failure (kPa) Determine the cohesion and the angle of friction of the soil
If a concrete beam with a f'c=4000psi experiences a drop in temperature of 30 Degrees F, What is the internal tensile stress. Will the concrete crack. What could i do to prevent cracking.
Find the smallest allowable radius of the wheel at A. Be sure to check whether the truck will tip.
Assuming that the average stack gas velocity is 10.0 m/s and stack is circular with a 3.0 meter diameter, calculate the mass emissions rate of NO2 in kg/day.
Estimate how much carbon (in pounds) must be purcahsed for a typical 2-bed carbon adsorption system to treat 5000 cfm of air at 95 degrees F and 1 atm. The air contains 600 ppm of styrene.
Two kilograms of nitrogen at 100 K, x = 0.5 is heated in a constant-pressure process to 300 K in a piston/cylinder arrangement. Find the initial and final volumes and the total heat transfer required.
For each of the cases shown in Fig. P7-24, determine the discharge velocity, the seepage velocity, and the seepage force per unit volume for a permeability of 0.1 cm/s and a porosity of 50% and
The centres of the piers in a bridge are 8.0m apart. The piers are each 0.8m wide. Water flow under the bridge with an upstream depth and velocity of 4.0m and 4.0m/s respectively. The pier has a drag coefficient Cd = 1.5.
A soil sample has a wet unit weight of 96 lb/ft^3, amoisture content of 17% and a degree of saturation of 60%. Findthe: (A) Void Ratio, (B) Specific gravity, (C) Saturated unitweight.
Compute and compare the hydraulic conductivity (m/s) of a formation with respect to the three liquids below. The formation has a permeability k = 0.1 darcy and g = 9.8 m/s2. Liquid viscosity (g/cm s) density (g/cm3)
A stone A is dropped from rest down a well, and in 1 second another stone B is dropped from rest. Determine the distance between the stones another second later.
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