why the horizontal crack occoured in the joint between
brick work and lintel?pls. give clarification???
Answer Posted / vikas sahu
due to not monolithic material,different density and
property of concrete in tempreture it extend.
| Is This Answer Correct ? | 0 Yes | 0 No |
Post New Answer View All Answers
Suppose a new brick wall is being constructed,and the courses and not aligned horizontally,what negetives can it cause?
plz.show development and anchorage length in simple diagram.
quantity of material needed for rubble stone masonry for 1:4 and 1:6
how to conversation of all construction material in to brass
Doul Bar reinforcement and details of drawing.
where will be the reinforcement of slab placed when there is an inverted beam and the bottom of the beam and slab are at same level ?
how many re use can use shutting material. timber ? ply? steel? plastic? fibre? aluminium? Doka?
Providing ,Cutting, bending and positioning of TMT Bar with cost of binding wire
a solid steel rod length 2m dia and 20mm vertically hangs from celling and has a collar firmly atteched to it. above the collar an annular rubber washer of 40mm th. having stifness k = 5n/mm is placed. determine maximum stress in the rod caused by mass of 5 kg falling through a height of 1.2m.
Why do we not deduct steel volume to find actual volume of concrete in practical as we have studied that,,, actual volume of concrete = volume of column- volume of steel pls explain with reference of IS code?????
I used Etabs software to analyse a high-rise building. And I want to use templated UBC-codes inside to calculate the Seismic load. My question is: whether or not I have to control the seismic load by base shear load which is manual calculation? (just for more clarification: I can control this by input the scale factor into Eartquake definition in Etabs) I would highly appreciate your answer.
how much is the maximum compressive strength of soil cement and soil-cement-microsilica .
How much material is required for constructing a 2 Lane 2Km rigid pavement road
pile load testing procedure
) Design a gussetted base for a column section consisting of one sc 250 with two cover plates 300 x 25 mm carrying an axial load of 2500 KN. The S.B.C. of soil is 250 KN/m2 and the permissible bearing pressure on concrete is 4000 KN.