rcc

ASSIGNMENT

For Structure Design

Engineers

An Improvement Initiative by

EZ Engineers Pvt. Ltd.Structure Design Trainings & Consultancy

Professional Courses in Structure Engineering

1. Decide whether the slab is one way or two way. Also decide the direction of main reinforcement.

2. Is the section Under Reinforced or Over Reinforced, if actual load on it is 60 KN on both faces?

3m

4m

C)

3m

7mB)A)

7m

3m

D)

4m

3m

Beam

No Support

Compression capacity = 70 KN

Tension capacity = 70 KN

3. Give an example of an Under Reinforced Section if actual moment on beam is 200 kN-m and its effective depth is 0.5m.

Professional Courses in Structure Engineering

4. Give an example of an Over Reinforced Section if actual moment on beam is 200 kN-m and its effective depth is 0.5m

5. When do we use Doubly Reinforced beam? Explain with an example.

6. Is U.R.S. / O.R.S. applicable for D.R.B.? Explain

7. Workout Stability Checks for example below. Also find pressure on all corners

1.5

m

Soil Density = 17 KN/m3

G.L

1m

Z

Z

X X2m

3m

400mm

400mm

30KN

15KN

200KN

300mm

Professional Courses in Structure Engineering

8. SBC given in soil report at 2.5m depth is 200 kN/ sq. m. Find out Net and Gross SBC.

9. Find out Active Pressure and Passive Pressure for below figure if Ka = 0.3 and Kp = 2.0. Also find out moment due to Active pressure only

2.5

m

Soil Density = 18 KN/m3

G.L

3m

G.L

G.L

0.5

m

Soil Density = 17 KN/m3

G.L

G.L

10. If above footing is supported on piles as shown below. Find out forces on piles 1, 2 and 3.

2m 2m 2m 2m

3m

3m

1m1m

1 2 3 4 5

6 7 8 9 10

Professional Courses in Structure Engineering

11. If footing fails in below conditions, what will you do? a) Overturning @ X-Xb) Overturning @ Z-Zc) Sliding in X-directiond) Pressure is greater than SBC.

Z

Z

X X LZ

LX

12. Determine the main tension reinforcement required for a rectangular beam section with the following data:• Size of beam 30x60cm• Concrete mix M 15• Characteristic strength 415 N/mm2 of

reinforcement• Factored moment 170 kNm

Professional Courses in Structure Engineering

13. Determine the main reinforcements required for a rectangular beam section with the following data:• Size of beam 30 x 60cm• Concrete mix M 15• Characteristic strength of 415 N/mm2

reinforcement• Factored moment 320 kNm

14. Determine the main reinforcement required for a slab with the following data:• Factored moment 9.60 kNm• Depth of slab 10 cm• Concrete mix M 15• Characteristic strength a) 415 N/mm2 of

reinforcement b) 250 N/mm2

15. An R.C.C. column of size 350 mm x 350 mm reinforced with 8 no. 16 mm diameter bars carries a characteristic load of 800 KN. The allowable bearing pressure on soil is 200KN/mm2. Design an isolated square pad footing. The materials are grade M 20 concrete and HYSD reinforcement of grade Fe 415 for both, the column and the footing

Professional Courses in Structure Engineering

About us

For Brochure of Professional Structure Design Courses, Click here.

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1Advanced Steel Structure Concepts

2

3

4

5

Advanced RCC Structure Concepts

STAAD Pro with Advanced Concepts

Advanced Excel for Engineers

Expert Course in Structure Engineering

Advanced Program

Expert Program

Duration: 40 hrs

Duration: 20 hrs

Sessions: 20

Sessions: 12

Duration: 8 hrs Sessions: 4

Total Duration:

2.5 Months

Duration: 20 hrs

Sessions: 12

Duration: 45 hrs Sessions: 22

Total Duration:

2 Months

Professional Courses in Structure Engineering

Evening - 6:30 p.m. to 8:30 p.m.Morning - 10:30 a.m. to 12:30 p.m.

Saturdays - 6:30 p.m. to 8:30 p.m.Sundays - 10:30 a.m. to 12:30 p.m.

Weekdays Batches Weekend Batches

ADDITIONAL KEY FEATURES

Course Evaluationwith Assignments, Tests,

Revisions, Demo Interviews

All learning sessions are conducted by Satish Sir only

Assistant Engineers will take care of Tests, Supervision, Revisions, Assignments etc.

No Advance Payment

Job Placement Assistance after completion of

Advanced Program

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Details of Trainer Mr. Satish Jethwani - Director and Training Head• Chartered Engineer, Member of I.E.I.• Engineering - Civil (Gold Medalist) • Registered VUDA Structural Engineer

- SEOR-01-194• QPMP Level D Qualified by Certified

Project Management, Switzerland

• Worked in India, Germany, Saudi Arabia • 18 Years of Exp. in Structure Design of

Power Plants, Material Handling as well as Oil & Gas Structures

8 years at Larsen & Toubro 6 Years at Linde Engineering 6 Years of Engineering Training

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