CI GI PVC HDPE
Answer Discuss in Comment
bitumen stone dust kerosene oil fevicol
FB=180°+/-BB FB=BB+/-180° BB=180°+/-FB BB=FB+/-180°
shear stress compressive stress bending stress elastic modulus
basement is required safe bearing capacity of soil is less than 5T/m2 number of floors of the building is more than 6 all of the above
fly over structural flashed functional kerbed junction none of the above
shrinkage and couple bending moment and shear force tension and concentrated force distributed surface force and expansion
on columns monolithically built with slab on columns on beams on beams and columns
commutative method observation method secondary method direct method
Danish bond English bond Flemish bond French bond
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