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A masonry wall with vertical back has a backfill 5 m behind it. The ground level is horizontal at the top and the ground water table is at ground level. Measured the horizontal pressure on the wall using Coulomb's earth pressure theory. Suppose the unit weight of saturated soil is 15.3 kN/m3. Cohesion = 0. φ = 30°. Friction between wall and earth = 20°
Please help me to write a c program to find strength and efficiency of lap joint, single cover butt joint, double cover butt joint
how can i get the centroids of the a given curve?. is there''s a formula for?
base course material specification?
A pile is driven in uniform clay of large depth. The clay has unconfined compression strength of 90 kN/m 2 . The pile is 30 cm diameter and 6 m long. Verify the safe frictional res
how to draw longitudinal profile
Cleaning and greasing of Rocker & Roller bearings of open web through girders : In case of standard open web through girders, no separate jacking arrangement is required as the en
A piece of clay taken from a sampling tube has a wet weight of 1.553 N and volume of 95.3 cm . After drying in an oven for 24 hours at 105°C, its weight is 1.087 N. The liquid and
Types of Cross-drainage Structures: The following are the types of cross-drainage structures : (a) Culverts, having waterway upto 6 m. (b) Minor Bridges, having waterwa
i have three civil engineering fluid mechanics. 1 manometer problem 2 estimate the discharge for a channel 3 pipe system - direction of flow in line and what the value of flow in l
Water Absorption Test: In this test cube specimen weighing approximate 50 grams are prepared and the test is carried out in the steps following: 1. Note down the weigh
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