RCC
4
M S RAMAIAH INSTITUTE OF TECHNOLOGY (Autonomous Institute, Aflliated to TU! Cou"se #$ %&E(Ci'il! Sem#$ Ma & Ma")s#$ *+ ate#$ -.&+/&0* Su12e3t #$ C 4+5, esi6n o7 RC Elements u"ation#$0-&++am 8 +0&++9m IS :45 8 -+++ 9e"mitted Answer all Question 1. Determine the concentrated load acting at center of the beam having a effective span of 5.25m. The B 10kNm thro!gho!t. The breath of the beam is 250mm and overall depth is 550mm. Take the tension stee ; and ass!me dia. of stirr!ps as $mm. Use % &0 grade concrete and 'e "15 grade steel. The beam is e(posed to severe condition. )15* 2. Design a +,, beam s!pported on -all of &00mm thick spaced at a clear span of . m. The beam carries UDL of "0 kNm. The si/e of the beam is restricted to &00 < 500mm. Use % 25 grade concrete and 'e 500 grade steel. beam is e(posed to mild environmental condition. ketch the details of reinforcement. )15* M S RAMAIAH INSTITUTE OF TECHNOLOGY (Autonomous Institute, Aflliated to TU! Cou"se #$ %&E(Ci'il! Sem#$ Ma & Ma")s#$ *+ ate#$ -.&+/&0* Su12e3t #$ C 4+5, esi6n o7 RC Elements u"ation#$0-&++am 8 +0&++9m IS :45 8 -+++ 9e"mitted Answer all Question 1. Determine the concentrated load acting at center of the beam having a effective span of 5.25m. The B 10kNm thro!gho!t. The breath of the beam is 250mm and overall depth is 550mm. Take the tension stee ; and ass!me dia. of stirr!ps as $mm. Use % &0 grade concrete and 'e "15 grade steel. The beam is e(posed to severe condition. )15* 2. Design a +,, beam s!pported on -all of &00mm thick spaced at a clear span of . m. The beam carries UDL of "0 kNm. The si/e of the beam is restricted to &00 < 500mm. Use % 25 grade concrete and 'e 500 grade steel. beam is e(posed to mild environmental condition. ketch the details of reinforcement. )15* M S RAMAIAH INSTITUTE OF TECHNOLOGY (Autonomous Institute, Aflliated to TU! Cou"se #$ %&E(Ci'il! Sem#$ Ma & Ma")s#$ *+ ate#$ -.&+/&0* Su12e3t #$ C 4+5, esi6n o7 RC Elements u"ation#$0-&++am 8 +0&++9m IS :45 8 -+++ 9e"mitted Answer all Question 1. Determine the concentrated load acting at center of the beam having a effective span of 5.25m. The B 10kNm thro!gho!t. The breath of the beam is 250mm and overall depth is 550mm. Take the tension stee ; and ass!me dia. of stirr!ps as $mm. Use % &0 grade concrete and 'e "15 grade steel. The beam is e(posed to severe condition. )15* 2. Design a +,, beam s!pported on -all of &00mm thick spaced at a clear span of . m. The beam carries UDL of "0 kNm. The si/e of the beam is restricted to &00 < 500mm. Use % 25 grade concrete and 'e 500 grade steel. beam is e(posed to mild environmental condition. ketch the details of reinforcement. )15* M S RAMAIAH INSTITUTE OF TECHNOLOGY (Autonomous Institute, Aflliated to TU! Cou"se #$ %&E(Ci'il! Sem#$ Ma & Ma")s#$ *+ ate#$ -.&+/&0* Su12e3t #$ C 4+5, esi6n o7 RC Elements u"ation#$0-&++am 8 +0&++9m IS :45 8 -+++ 9e"mitted Answer all Question 1. Determine the concentrated load acting at center of the beam having a effective span of 5.25m. The B 10kNm thro!gho!t. The breath of the beam is 250mm and overall depth is 550mm. Take the tension stee ; and
-
Upload
prashant-sunagar -
Category
Documents
-
view
4 -
download
0
description
reinforced concrete
Transcript of RCC
M S RAMAIAH INSTITUTE OF TECHNOLOGY
(Autonomous Institute, Affilliated to VTU)
Course :- B.E(Civil)
Sem:- V
Max. Marks:- 30
Date:- 27.09.13 Subject :- CV 506, Design of RC Elements
Duration:-12.00am 01.00pm
IS 456 2000 permitted
Answer all Question1. Determine the concentrated load acting at center of the beam having a effective span of 5.25m. The Beam has a UDL of 10kN/m throughout. The breath of the beam is 250mm and overall depth is 550mm. Take the tension steel as 4#25 and assume dia. of stirrups as 8mm. Use M30 grade concrete and Fe 415 grade steel. The beam is exposed to severe environmental condition.
(15)
2. Design a RCC beam supported on wall of 300mm thick spaced at a clear span of 7.7m. The beam carries a super imposed UDL of 40 kN/m. The size of the beam is restricted to 300 500mm. Use M25 grade concrete and Fe 500 grade steel. The beam is exposed to mild environmental condition. Sketch the details of reinforcement.(15)M S RAMAIAH INSTITUTE OF TECHNOLOGY
(Autonomous Institute, Affilliated to VTU)
Course :- B.E(Civil)
Sem:- V
Max. Marks:- 30
Date:- 27.09.13
Subject :- CV 506, Design of RC Elements
Duration:-12.00am 01.00pm
IS 456 2000 permitted
Answer all Question1. Determine the concentrated load acting at center of the beam having a effective span of 5.25m. The Beam has a UDL of 10kN/m throughout. The breath of the beam is 250mm and overall depth is 550mm. Take the tension steel as 4#25 and assume dia. of stirrups as 8mm. Use M30 grade concrete and Fe 415 grade steel. The beam is exposed to severe environmental condition.
(15)
2. Design a RCC beam supported on wall of 300mm thick spaced at a clear span of 7.7m. The beam carries a super imposed UDL of 40 kN/m. The size of the beam is restricted to 300 500mm. Use M25 grade concrete and Fe 500 grade steel. The beam is exposed to mild environmental condition. Sketch the details of reinforcement.(15)M S RAMAIAH INSTITUTE OF TECHNOLOGY
(Autonomous Institute, Affilliated to VTU)
Course :- B.E(Civil)
Sem:- V
Max. Marks:- 30
Date:- 27.09.13
Subject :- CV 506, Design of RC Elements
Duration:-12.00am 01.00pm
IS 456 2000 permitted
Answer all Question1. Determine the concentrated load acting at center of the beam having a effective span of 5.25m. The Beam has a UDL of 10kN/m throughout. The breath of the beam is 250mm and overall depth is 550mm. Take the tension steel as 4#25 and assume dia. of stirrups as 8mm. Use M30 grade concrete and Fe 415 grade steel. The beam is exposed to severe environmental condition.
(15)
2. Design a RCC beam supported on wall of 300mm thick spaced at a clear span of 7.7m. The beam carries a super imposed UDL of 40 kN/m. The size of the beam is restricted to 300 500mm. Use M25 grade concrete and Fe 500 grade steel. The beam is exposed to mild environmental condition. Sketch the details of reinforcement.(15)M S RAMAIAH INSTITUTE OF TECHNOLOGY
(Autonomous Institute, Affilliated to VTU)
Course :- B.E(Civil)
Sem:- V
Max. Marks:- 30
Date:- 27.09.13
Subject :- CV 506, Design of RC Elements
Duration:-12.00am 01.00pm
IS 456 2000 permitted
Answer all Question1. Determine the concentrated load acting at center of the beam having a effective span of 5.25m. The Beam has a UDL of 10kN/m throughout. The breath of the beam is 250mm and overall depth is 550mm. Take the tension steel as 4#25 and assume dia. of stirrups as 8mm. Use M30 grade concrete and Fe 415 grade steel. The beam is exposed to severe environmental condition.
(15)
2. Design a RCC beam supported on wall of 300mm thick spaced at a clear span of 7.7m. The beam carries a super imposed UDL of 40 kN/m. The size of the beam is restricted to 300 500mm. Use M25 grade concrete and Fe 500 grade steel. The beam is exposed to mild environmental condition. Sketch the details of reinforcement.(15)M S RAMAIAH INSTITUTE OF TECHNOLOGY
(Autonomous Institute, Affilliated to VTU)
Course :- B.E(Civil)
Sem:- VII
Max. Marks:- 30
Date:- 27.09.13
Subject :- CV 701,Estimation and costing Duration:-10.45am 11.45am
Assume any missing data
Answer all Question1. The details of a residential building are shown in fig 1. Work out the quantities and cost of the following items of work by centre line method.
a.Calculate the centre line and No. of Junction, b. Earthwork excavation for all foundation, c. SSM in CM 1:6 for foundation , d. BBM in CM 1:6 for Super structure e. Internal Plastering in CM 1:6
M S RAMAIAH INSTITUTE OF TECHNOLOGY
(Autonomous Institute, Affilliated to VTU)
Course :- M.Tech
Sem:- III
Max. Marks:- 30
Date:- 26.09.13
Subject :- MSTR 322, Masonry Structures
Duration:-10.15am 11.45am
IS 1905 is permitted
Answer all Question1. What are the qualities of good bricks? Explain in detail different tests to be conducted for brunt clay bricks.2. Derive an expression for lateral stresses, based on elastic analysis, in brickwork and mortar, for a masonry prism under uniform compressive stress.3. Design of wall to support the imposed loads LL on roof = 2kN/m2, LL on floor = 2.5kN/m2, Thickness of RCC slab = 100mm, water proofing on terrace = 1.52kN/m2 and Floor finishing load = 12kN/m2. The height of the wall is 3.5m and the centre to centre spacing of the wall is 2.9m.4. Discuss qualities of stabilized mud block masonry units. M S RAMAIAH INSTITUTE OF TECHNOLOGY
(Autonomous Institute, Affilliated to VTU)
Course :- M.Tech
Sem:- III
Max. Marks:- 30
Date:- 26.09.13
Subject :- MSTR 322, Masonry Structures
Duration:-10.15am 11.45am
IS 1905 is permitted
Answer all Question1. What are the qualities of good bricks? Explain in detail different tests to be conducted for brunt clay bricks.2. Derive an expression for lateral stresses, based on elastic analysis, in brickwork and mortar, for a masonry prism under uniform compressive stress.3. Design of wall to support the imposed loads LL on roof = 2kN/m2, LL on floor = 2.5kN/m2, Thickness of RCC slab = 100mm, water proofing on terrace = 1.52kN/m2 and Floor finishing load = 12kN/m2. The height of the wall is 3.5m and the centre to centre spacing of the wall is 2.9m.4. Discuss qualities of stabilized mud block masonry units.M S RAMAIAH INSTITUTE OF TECHNOLOGY
(Autonomous Institute, Affilliated to VTU)
Course :- M.Tech
Sem:- III
Max. Marks:- 30
Date:- 26.09.13
Subject :- MSTR 322, Masonry Structures
Duration:-10.15am 11.45am
IS 1905 is permitted
Answer all Question1. What are the qualities of good bricks? Explain in detail different tests to be conducted for brunt clay bricks.2. Derive an expression for lateral stresses, based on elastic analysis, in brickwork and mortar, for a masonry prism under uniform compressive stress.3. Design of wall to support the imposed loads LL on roof = 2kN/m2, LL on floor = 2.5kN/m2, Thickness of RCC slab = 100mm, water proofing on terrace = 1.52kN/m2 and Floor finishing load = 12kN/m2. The height of the wall is 3.5m and the centre to centre spacing of the wall is 2.9m.4. Discuss qualities of stabilized mud block masonry units.
