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A retaining wall 4.5 m high with vertical back supports a backfill with horizontal surface. The unit weight of the fill is 18 kN/m3 and the angle of internal friction is 36°. The angle of wall friction may be taken as 18°. A footing running parallel to the retaining wall and carrying a load of 18 kN/m is to be constructed. Search the safe distance of the footing from the face of the wall so that there is no increase in lateral pressure on the wall because of the load of the footing.
1) A propped cantilever beam ABC is 7m long.It has the point C fixed and Point A on a roller support.It carries a 200Kn point load at a distance 3m from A.There is a moment of 80KN
Q. Fixed vs pinned connection between piles and pile caps? The type of connection amid piles and pile caps affects the load carrying capacity of pile groups. Fixity of pile hea
Penetration Test: A viscosity is measured indirectly by the penetration of a standard needle under standard conditions of load, time and temperature. The test measures the ha
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IS 883-1970 classifies the structural timber into 3 grades-select grade, grade I and grade II
Ask question #Minimum 100 Please help me to write a c program to determine strength and efficiency of single cover butt joint, lap joint, double cover butt joint . words ac
what is stone soling
i. On single line by one or two men as required following and proceeding the lorry at a distance of 600 m. on the BG and 400 m. on the MG & NG carrying a banner flag across the tra
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