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A simply supported girder of a bridge spans 6 m. The standard truck load consists of 2 moving loads, 4.3 meters apart. The loads are 142.4 kN and 35.6 kN.
1. Calculate the maximum shear in the girder.
2. Calculate the maximum moment in the girder.
The absolute flow enters at 30° and leaves radially inward. The flow rate is 3.5 m3 /s of water at 20°C. The blade thickness is constant at 10 cm. Compute the theoretical power developed.
What are the factors other than cost which influence the decision regarding the choice of mode of travel.
If the cross section of the femur at section a-a can be approximated as a circular tube as shown, determine the maximum normal stress developed on the cross section at section a-a due to the load of 75 lb.
an embankment for a highway 30m wide & 1.5m in a compacted thickness is to be constructed from a sandy trucked from a borrow pit.
If the COP of an actual absorption chiller at the same temperature limits has a COP of 0.7,
An aircraft component is fabricated from an aluminum alloy that has a fracture toughness (KIC) of 30 MP m1/2. It has been determined
A borehole at a site reveals a soil profile comprising 6 m deep fine sand layer overlying a 9 m thick clay layer, which in turn overlies weathered bedrock. The groundwater table is located at a depth of 4 m from the ground surface.
The background concentration of atmospheric lead is 0.1 ug/m^3. During a typical hot day in Leadville the mixing height is 500m and the average wind speed is 1.9m/s.
Two surfaces of a 2cm thick plate are maintained at 0*C and 80*C, respectively. Heat is transferred through the wall at a rate of 600 W/m^2., determine its thermal conductivity,k.
A loose, uncompacted sand fill 6 ft in depth has a relative density of 40%. Laboratory tests indicated that the minimum void ratios of the sand are 0.46 and 0.90, respectively. The specific gravity of solids of the sand is 2.65.
Compute departures and latitudes, linear misclosure, and relative precision for a five-sided, closed traverse. It is given that the aziumuth of AB is 74 degrees 31 minutes, 17 seconds, A = 105 degrees 13 minutes 14 seconds B = 92
Sketch the distribution of lateral earth pressures - the weight of the wall
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