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Problems on Structural Design of Combined Footings
a. Two columns 50 cm x 50 cm in size support service loads of 1200kN and 800kN.The centre to centre spacing between columns is 5.5m. It is specified that the sides of the footing should not project beyond the edges of the column. Explain why rectangular footing is not possible if the pressure distributionis to be uniform under the footing.
b. In the above case, safe bearing capacity of the soil is 200 kPa. The self weight of the footing is 200 kN. Determine the dimensions of the footing.
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vibration via footpegs and handlebars.
Cracks Cracks are the linear ruptures of the metal under stress. Sometimes they appear large and frequently they are narrow separations. The major classification of cracks
Q. Find out M.I. of T section as shown in figure given below about X - X and Y - Y axis through center of gravity of the section. Figure Sol.:
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Open belt drive: An open belt drive connects the two pulleys 120cm and 50cm diameter on parallel shafts which are apart 4m. The maximum tension in belt is 1855.3N. Coefficien
(a) Show that two statements of Second Law of thermodynamics are similar to each other. (b) A house that was heated by electric resistance heater consumed 1200 KWh of electric e
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Illustrate the assumptions made in Euler's theory. Determine the expression for crippling load for a long column when one end of the column is fixed and other end is hinged.
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