Estimating and Costing - Important Questions

For External Exam:

http://biet-civil.blogspot.in/2011/04/estimation-and-costing-important.html

For Mid Exam II:

Unit 5:

1.    A Cantilever Beam of 230mm x 300mm  size of 2.5m clear span is reinforced with 4 bars of 16mm dia. 8mm dia. 2 legged stirrups are provided at 200mm c/c. Calculate quantity of steel? Assume suitable top anchor bars. Draw the sketch showing details of steel reinforcement

2.    A Simply Supported Beam 230mm x 400mm  size of 4m clear span is reinforced with 4 bars of 16mm dia. 8mm dia. 2 legged stirrups are provided at 200mm c/c. Calculate quantity of steel? Assume suitable top anchor bars. Draw the sketch showing details of steel reinforcement

3.    A RCC Square Column of 300mm x 450mm size of 3m height above plinth beam is reinforced with 6 bars of 16mm dia. 8mm dia. 2 legged lateral ties are provided at 200mm c/c. Calculate quantity of steel? Assume depth of foundation below Plinth beam is 2m

4.    A One-way slab for a room of 2.5m x 5m size is provided with 100mm thick slab. Main Steel Reinforcement is 8mm dia. at 150mm c/c. Find Steel Required. Assume Distribution Steel

Unit 6:

5.    Explain the following clauses used in conditions of contract.

(a) Security deposit                  (b) Compensation for day.

6.    Explain (a) M. Book                (b) EMD

7.    Explain: (a) Arbitration            (b)  Lump-sum Contract

8.    Explain: (a) Tender Notice      (b) Tender Document

Unit 7:

9.    Explain (a) Sinking fund method (b) Straight line method.

10.  Explain (a) Valuation               (b) Depreciation

11.  Explain: (a) Rental Method of Valuation (b) Valuation based on Profit

12.  Explain:  (a) Inflation Index     (b) Factors affecting Valuation

Unit 8:

13.  Give the detailed specifications of the following items of works.

(a) Snowcem washing            (b) Brickwork with 1^st Class Bricks

14.  Give the detailed specifications of the following items of works.

(a) 2.5cm thick DPC               (b) Plastering

15.  Give the detailed specifications of the following items of works.

(a) Earthwork                          (b) PCC for foundation

16.  Give the detailed specifications of the following items of works.

(a) Painting                              (b) Cement Flooring

SURVEY LAB - INTERNAL VIVA

DATE: 18-OCT-2012

Students are instructed to attend Lab Internal Exam with LAB RECORDS.

Marks will be evaluated based on

• Lab Attendance
• Lab Records
• Viva Voce (sample viva questions)
• Descipline

Survey Lab Manual

Download Survey Lab Manual

Admissions 2012-13

Top 10 Colleges in Quality Education in Greater Hyderabad Region (Affiliated to JNTUH)

Position	College	Estd.	Fee
1	V N R VIGNAN JYOTHI INSTITUTE OF ENGG. AND TECH.	1995	88900
2	MAHATMA GANDHI INSTITUTE OF TECHNOLOGY	1997	84600
3	GURUNANAK  ENGINEERING COLLEGE	2001	78600
4	AURORAS TECHNOLOGICAL INST	2006	78400
5	VARDHAMAN COLLEGE OF ENGINEERING	1999	76400
6	GOKARAJU RANGARAJU INSTITUTE OF ENGG. AND TECH.	1997	75200
7	B V RAJU INSTITUTE OF TECHNOLOGY	1997	73000
8	CVR COLLEGE OF ENGINEERING	2001	71600
9	KAMALA INSTITUTE OF TECHNOLOGY AND SCIENCE	1997	71500
10	BHARAT INSTITUTE OF ENGG AND TECHNOLOGY	2001	71300

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EAMCET CODE: BIET

COLLEGE NAME: BHARAT INSTITUTE OF ENGINEERING AND TECHNOLOGY

ADDRESS: IBRAHIMPATNAM, HYDERABAD

AFFLIATION: JNTUH

CONVENOR SEATS: 84

MANAGEMENT SEATS: 36

FEE: Rs. 71,300/-

CO-EDUCATION

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CIVIL ENGINEERING DEPARTMENT

Mr. P. Rambabu, M.Tech (Ph.D.)

Associate Professor & HOD

9652665840

rambabu.palaka@biet.ac.in

About Us 

Established in the year 2008. The department offers B.Tech degree program with an intake of 120 Students. 

The curriculum in B.Tech degree covers core specializations of Structural Engineering, Hydraulics & Water Resources Engineering, Geotechnical Engineering, Transportation Engineering, Environmental Engineering, Surveying & Engineering Geology. 

Students:

II Year (2011-15) - 127 (Section A & B)
III Year (2010-14) - 68
IV Year ( 2009-13) - 50

Our Staff:

SNO	Name	Designation	Qualification	Experience
1	N Eswarappa	Professor	M.E.	30 yrs
2	P. Rambabu	Associate Professor	M. Tech, (Ph.D.)	24 yrs
3	N. Arati Reddy	Associate Professor	M. Tech. PGDOM	11 yrs
4	N. Ramachandra Rao	Associate Professor	M. Tech	18 yrs
5	P. Sudha Rani	Associate Professor	M.Sc, M. Tech, Ph.D	8 yrs
6	Sai Bhargavi	Assistant Professor	M. Tech	3 yrs
7	D Lakshmi Lavanya	Assistant Professor	M. E.	2 yrs
8	Abdul Samad	Assistant Professor	M. Tech	6 yrs

Laboratories

The department has the following state-of-the-art laboratories

• Strength of Materials
• Concrete Technology &  Transportation Engineering
• Fluid Mechanics and Hydraulic Machines
• Geo-technical Engineering
• Surveying
• Engineering Geology
• CAD & GIS Lab
• Environmental Engineering

Campus Online:

The department was provided with Web Portal student.campusonline.in where Students or Parents can login and check the following information:

• News
• Attendance
• Results
• Lesson Plan
• Notes
• Circulars
• Result Summary: Marks and Credits
• Messages sent though SMS

To know more details about our college 

"BHARAT INSTITUTE OF ENGINEERING AND TECHNOLOGY (BIET)" 

visit: www.biet.ac.in

BHARAT INSTITUTE OF ENGINEERING AND TECHNOLOGY (BIET)
LOCATION MAP

RCC - Question Bank (Mid I Exam)

Basic – Limit State Design

1. Explain:

A). Grade of Concrete

B), Limit States

C). Factored Load.

D). Grades of Steel

E). Effective Depth of beam

F). Characteristic Strength of Concrete and Steel

G). Under Reinforced vs Over Reinforced Beam Section.

H). Compression Zone and Tension Zone in a Simply Supported Beam

Design of Singly Reinforced Beam

2.    Design a simply supported beam of 5 m span carrying a working udl of 4 KN/m. Adopt M20 & Fe415

3.    Determine the Ultimate Moment of Resistance of a beam of 250mm x 450mm reinforced with 43 bars of 20mm dia. Adopt M20 & Fe415

4.    Design a rectangular beam to resist a Factored BM of 75 KN-m. Adopt M20 & Fe415

5.    Design a Cantilever beam of 1.5 m span carrying a working udl of 6 KN/m. Adopt M20 & Fe415

Design of Doubly Reinforced Beam

6.    Design Ultimate Moment of Resistance of a beam section of 250mm x 400mm provided with 3 No’s of 25mm dia in Tension zone and 4 No’s of 16mm dia in compression zone. Adopt M20 & Fe415

7.    Design a beam of 25mm x 400mm to resist a Factored Moment of 120 KN-m. Adopt M20 & Fe415

Design of T- Beam

8.    Design a T-beam for a span of 8 m carrying a working udl of 5 KN/m. b_f= 1800m, D_f=100mm, b_w=230mm. Adopt M20 & Fe415

9.    Determine Ultimate Moment of Resistance of T-beam having b_f=1200mm, D_f=100mm, b_w=230mm. Ast = 3 No’s of 25mm dia bars.

Design for Shear

10.  The Factored S. F. in a beam section of 300mm X 450mm having 3 No’s 25mm bars is 100 KN. Design Shear reinforcement for the beam. Adopt M20 & Fe415

Design forTorsion

11.  Design the reinforcement in a beam of 300mm x 500mm subjected to Mu = 120 KN-m, Vu= 75KN, Tu= 250KN-m. Adopt M20 & Fe415

Design for Bond

12.  Check for bond of a simply supported beam of 250mm x 400mm resting on supports of 230mm width and reinforced with 3 HYSD bars of 20mm dia. on tension side. Adopt M20 & Fe415