code: c16 c-302 - mana results · column supporting an axial load of 5000k n. assurning the safe...

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* * * Code: C16 C-302 PART - A (3m x 10 = 30m) Note 1:Answer all questions and each question carries 3 marks 2:Answers should be brief and straight to the point and shall not exceed 5 simple sentences PART - B (10m x 5 = 50m) Note 1:Answer any five questions and each question carries 10 marks 2:The answers should be comprehensive and the criteria for valuation is the content but not the length of the answer 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. Page: 1 of 2 6223 BOARD DIPLOMA EXAMINATION MARCH/APRIL - 2019 DIPLOMA IN CIVIL ENGINEERING STRENGTH OF MATERIALS & THEORY OF STRUCTURES THIRD SEMESTER EXAMINATION Time: 3 Hours Total Marks: 80 www.manaresults.co.in

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Page 1: Code: C16 C-302 - MANA RESULTS · column supporting an axial load of 5000K N. Assurning the safe bearing capacity of soil is 210KN/rn2. The angle of repose of the soil is 30 degrees

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Code: C16 C-302

PART - A (3m x 10 = 30m) Note 1:Answer all questions and each question carries 3 marks 2:Answers should be brief and straight to the point and shall not exceed 5 simple sentences

PART - B (10m x 5 = 50m) Note 1:Answer any five questions and each question carries 10 marks 2:The answers should be comprehensive and the criteria for valuation is the content but not the length of the answer

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6223 BOARD DIPLOMA EXAMINATION

MARCH/APRIL - 2019 DIPLOMA IN CIVIL ENGINEERING

STRENGTH OF MATERIALS & THEORY OF STRUCTURES THIRD SEMESTER EXAMINATION

Time: 3 Hours Total Marks: 80

www.manaresults.co.in

LABPC-2
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States the Mohr's theorm I and Mohr's theorm -II
Page 2: Code: C16 C-302 - MANA RESULTS · column supporting an axial load of 5000K N. Assurning the safe bearing capacity of soil is 210KN/rn2. The angle of repose of the soil is 30 degrees

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Code: C16 C-302

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www.manaresults.co.in

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A 300 mm deep. 150mm wide rolled steel joist of I-Section with flanges
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15mm thick, web 10mm thick is used as simply supported beam of span
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4m. Find the UDL the beam can carry without exceeding the shear stress of
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40N/mm2
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.
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A column 1 m long has an area of
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cross section of 900 mm2. Find the
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slenderness ratio if the section is a) Circular b) Square c) Rectangular with
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depth twice the width. State which of th
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e column is strongest.