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Question
Give a reason that why are high and narrow beams not desirable in concrete piers?
Answer Supported on past experience in other, high and narrow beams after numerous years of construction showed signs of severe deterioration at bottom of beams. Though, deterioration of pier slabs was not important at what time compared with that of deep beams. Main reason to account for this is due to close proximity of deep beams to the sea level. To pass up these problems, either beamless slab or wide with shallow beams are usually designed.
Blocked process list is not maintioned in priority order why
Q. What is Diaphragms in bridges? Diaphragms in bridges The principal function of diaphragms is to provide stiffening effect to deck slab in case bridge webs aren't situat
For fixed beam(say for example fixed with a point load at midspan) how did we end up getting P*L/8...??
Question What is consideration in selecting an orientation of wing walls in designing of bridge abutments ? Answer There are three familiar arrangements of wing walls in
Question In General Specification for Civil Engineering Works, designing of roadbase material is based on recipe approach. Give reason. Answer Designing of roadbase
Question Does occurrence of rust have adverse collision to bond performance of bar reinforcement ? Answer In fact, presence of rust in bars cannot have adverse impact to the bo
Q. Kerb overflow weirs – horizontal bars vs. vertical bars? Overflow weirs must be provided for steep roads (longitudinal gradient>5%), flat roads (longitudinal gradient Ess
IS CODES FOR BUILDING DESIGN The codes which help engineers to design buildings are following: 1. IS 456-2000. For the design of plain and reinforced concrete it is code
A flitched beam consists of a wooden joist 150 mm wide and 300 mm deep strengthened by steel plates 12 mm thick and 300 mm deep one on either side of the joist. If the maximum st
design acolumn spice for column sections SC 250 and SC 220 carrying a load of 500 KN
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