II Mid Term
Test Subject: SDD-1
Roll No________________ Name
-__________________________
Date__________
Q1: A beam 300x500 mm
effective size carries a factored load of 175kN-m. If M20 concrete and
Fe500 are used find the area of steel required
Q2 : A beam 300x800 mm effective is reinforced on
tension and compression side with 3940mm2 and 795 mm2 of steel compression
steel is placed 40 mm below the top .If
M15 concrete and mild steel is used find moment of resistance
Q3 : A short column 400 mm x 500mm is reinforced with 8
no 20mm dia bar If M30 concrete and Fe500 are used find the ultimate load
caring Capacity, also design ties
Q4 : A simply supported beam with effective size 230mmx
560mm reinforced with 4-20mm dia Fe 500 bar if factored shear force 135
kN acting at support Calculate Tc and Tv, M20 concrete used
Q5 : Design a one way simply supported slab clear span 3m
support width 300 mm, If M20 concrete and Fe500 are used
Q6 : Calculate Steel for simply supported beam of size
230x600mm overall for superimposed load 20kN/m If M20 concrete and Fe500
are used
II Mid Term
Test Subject: SDD-1
Roll No________________ Name
-__________________________
Date__________
Q1: A beam 300x500 mm
effective size carries a factored load of 195kN-m. If M20 concrete and
Fe500 are used find the area of steel required
Q2 : A beam 250x800 mm effective is reinforced on
tension and compression side with 3940mm2 and 795 mm2 of steel compression
steel is placed 40 mm below the top .If
M15 concrete and mild steel is used find moment of resistance
Q3 : A short column 400 mm x 500mm is reinforced with 10
no 20mm dia bar If M30 concrete and Fe500 are used find the ultimate load
caring Capacity, also design ties
Q4 : A simply supported beam with effective size 230mmx
560mm reinforced with 4-20mm dia Fe 500 bar if factored shear force 150
kN acting at support Calculate Tc and Tv, M20 concrete used
Q5 : Design a one way simply supported slab clear span 2.8
m support width 300 mm, If M20 concrete and Fe500 are used
Q6 : Calculate Steel for simply supported beam of size
230x600mm overall span 5 m for superimposed load 24kN/m If M20 concrete
and Fe500 are used
II Mid Term
Test Subject: SDD-1
Roll No________________ Name
-__________________________ Date__________
Q1: A beam 300x500 mm
effective size carries a factored load of 185kN-m. If M20 concrete and
Fe500 are used find the area of steel required
Q2 : A beam 275x800 mm effective is reinforced on
tension and compression side with 3940mm2 and 795 mm2 of steel compression
steel is placed 40 mm below the top .If
M15 concrete and mild steel is used find moment of resistance
Q3 : A short column 400 mm x 500mm is reinforced with 12
no 16mm dia bar If M30 concrete and Fe500 are used find the ultimate load
caring Capacity, also design ties
Q4 : A simply supported beam with effective size 230mmx
560mm reinforced with 4-20mm dia Fe 500 bar if factored shear force 160
kN acting at support Calculate Tc and Tv, M20 concrete used
Q5 : Design a one way simply supported slab clear span 3.2m
support width 300 mm, If M20 concrete and Fe500 are used
Q6 : Calculate Steel for simply supported beam of size
230x600mm overall span 5 m for superimposed load 18 kN/m If M20 concrete
and Fe500 are used
II Mid Term
Test Subject: SDD-1
Roll No________________ Name
-__________________________ Date__________
Q1: A beam 300x500 mm
effective size carries a factored load of 165kN-m. If M20 concrete and
Fe500 are used find the area of steel required
Q2 : A beam 300x750 mm effective is reinforced on
tension and compression side with 3940mm2 and 795 mm2 of steel compression
steel is placed 40 mm below the top .If
M15 concrete and mild steel is used find moment of resistance
Q3 : A short column 400 mm x 500mm is reinforced with 8
no 25mm dia bar If M30 concrete and Fe500 are used find the ultimate load
caring Capacity, also design ties
Q4 : A simply supported beam with effective size 230mmx
560mm reinforced with 4-20mm dia Fe 500 bar if factored shear force 170 kN
acting at support Calculate Tc and Tv, M20 concrete used
Q5 : Design a one way simply supported slab clear span 3.5
m support width 300 mm, If M20 concrete and Fe500 are used
Q6 : Calculate Steel for simply supported beam of size
230x600mm overall span 5 m for superimposed load 15 kN/m If M20 concrete
and Fe500 are used
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