If the length of a wall on either side of a lintel opening is at least half of its effective span L, the load W carried by the lintel is equivalent to the weight of brickwork contained in an equilateral triangle, producing a maximum bending moment

RCC Structures Design
If the length of a wall on either side of a lintel opening is at least half of its effective span L, the load W carried by the lintel is equivalent to the weight of brickwork contained in an equilateral triangle, producing a maximum bending moment

WL/8

WL/6

WL/4

WL/2

WL/8

WL/6

WL/4

WL/2

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
If the tendon is placed at an eccentricity e below the centroidal axis of the longitudinal axis of a rectangular beam (sectional modulus Z and stressed load P in tendon) the stress at the extreme top edge

Is increased by Pe/Z

Remains unchanged

Is increased by PZ/e

Is decreased by Pe/Z

Is increased by Pe/Z

Remains unchanged

Is increased by PZ/e

Is decreased by Pe/Z

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
Total pressure on the vertical face of a retaining wall of height ‘h’ per unit run exerted by the retained earth weighing ‘w’ per unit volume, is

wh² [(1 - sin φ)/2(1 + sin φ)]

wh² [(1 - sin φ)/3(1 + sin φ)]

wh² [(1 - sin φ)/(1 + sin φ)]

wh [(1 - sin φ)/(1 + sin φ)]

wh² [(1 - sin φ)/2(1 + sin φ)]

wh² [(1 - sin φ)/3(1 + sin φ)]

wh² [(1 - sin φ)/(1 + sin φ)]

wh [(1 - sin φ)/(1 + sin φ)]

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
Long and short spans of a two way slab are ly and lx and load on the slab acting on strips parallel to lx and ly be wx and wy respectively. According to Rankine Grashoff theory

(wx/wy) = (ly/lx)

None of these

(wx/wy) = (ly/lx)²

(wx/wy) = (ly/lx)⁴

(wx/wy) = (ly/lx)

None of these

(wx/wy) = (ly/lx)²

(wx/wy) = (ly/lx)⁴

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
The self-weight of the footing, is

Not considered for calculating the upward pressure on footing

Both (b) and (c)

Also considered for calculating the upward pressure on footing

Not considered for calculating the area of the footing

Not considered for calculating the upward pressure on footing

Both (b) and (c)

Also considered for calculating the upward pressure on footing

Not considered for calculating the area of the footing

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
According to I.S. : 456, slabs which span in two directions with corners held down, are assumed to be divided in each direction into middle strips and edge strips such that the width of the middle strip, is

Four-fifth of the width of the slab

Two-third of the width of the slab

Three-fourth of the width of the slab

Half of the width of the slab

Four-fifth of the width of the slab

Two-third of the width of the slab

Three-fourth of the width of the slab

Half of the width of the slab

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design

RCC Structures Design If the length of a wall on either side of a lintel opening is at least half of its effective span L, the load W carried by the lintel is equivalent to the weight of brickwork contained in an equilateral triangle, producing a maximum bending moment

RCC Structures Design If the tendon is placed at an eccentricity e below the centroidal axis of the longitudinal axis of a rectangular beam (sectional modulus Z and stressed load P in tendon) the stress at the extreme top edge

RCC Structures Design Total pressure on the vertical face of a retaining wall of height ‘h’ per unit run exerted by the retained earth weighing ‘w’ per unit volume, is

RCC Structures Design Long and short spans of a two way slab are ly and lx and load on the slab acting on strips parallel to lx and ly be wx and wy respectively. According to Rankine Grashoff theory

RCC Structures Design The self-weight of the footing, is

RCC Structures Design According to I.S. : 456, slabs which span in two directions with corners held down, are assumed to be divided in each direction into middle strips and edge strips such that the width of the middle strip, is

RCC Structures Design
If the length of a wall on either side of a lintel opening is at least half of its effective span L, the load W carried by the lintel is equivalent to the weight of brickwork contained in an equilateral triangle, producing a maximum bending moment

RCC Structures Design
If the tendon is placed at an eccentricity e below the centroidal axis of the longitudinal axis of a rectangular beam (sectional modulus Z and stressed load P in tendon) the stress at the extreme top edge

RCC Structures Design
Total pressure on the vertical face of a retaining wall of height ‘h’ per unit run exerted by the retained earth weighing ‘w’ per unit volume, is

RCC Structures Design
Long and short spans of a two way slab are ly and lx and load on the slab acting on strips parallel to lx and ly be wx and wy respectively. According to Rankine Grashoff theory

RCC Structures Design
The self-weight of the footing, is

RCC Structures Design
According to I.S. : 456, slabs which span in two directions with corners held down, are assumed to be divided in each direction into middle strips and edge strips such that the width of the middle strip, is