struct 4 - ass - 1

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EVEN SEMESTER, TERM-WORK 2015 Assignment - 1 B-Arch, First Year, Semester: IV Name of student: _________________________________________ Roll no : _____________________ Faculty Advisor:- Akash Krupesh Chauhan

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Struct 4 - Ass - 1

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TERM ASSIGNMENTS FOR

EVEN SEMESTER, TERM-WORK 2015Assignment - 1B-Arch, First Year, Semester: IV

Name of student: _________________________________________

Roll no : _____________________

Faculty Advisor:-

Akash Krupesh Chauhan

2015BMC Architecture, BMEF, SURAT.GTU, GujaratQ.1 Write Minimum grade of concrete for different Exposure condition.Q.2 For a limiting section 400 mm X 500 mm effective determine the followings in M-20 Concrete and Fe 415 steel.

A. Total Compression in the section

B. Area of tensile steel

C. Limiting Moment

Q.3 Simply Supported 5 m effective beam has effective cross section 230 X 550 mm is reinforced with 4 number of 16 mm dia. Find total limit state load carried by the beam if Fe 415 steel and M20 grade of concrete is used.

Q.4 A singly reinforced rectangular beam is subjected to bending moment of 200 KN. M Design the beam section for flexure. The concrete mix is M 20 and steel grade is Fe-415.Q.5 Design a square RCC short column subjected to axial load of 600,000 N. Take M20 grade concrete and Fe 500 steel. Draw reinforcement details. Provide 1% steel. Take partial safety factor = 1.5 for load.

Q.6 Design a circular column subjected to axial load of 1100 KN. Take M20 grade concrete and Fe 500 steel. Draw reinforcement details. Provide 1% steel. Take partial safety factor = 1.5 for load.

Submission Date : 23 April - 2015 PAGE