**CE8601 Question Bank Design of Steel Structural Elements**

CE8601 Question Bank Design of Steel Structural Elements Regulation 2017 Anna University free download. Design of Steel Structural Elements Question Bank CE8601 pdf free download.

**Sample CE8601 Question Bank Design of Steel Structural Elements**

4.

Design a single angle to carry a tension of 100 kN. The fillet weld is to be used. fu = 410 MPa and fy= 250MPa.

CE8601 Question Bank Design of Steel Structural Elements

Design a tension member of length 3.6 m to carry a pull of 150 kN. The member is subjected to a reversal of stresses.

CE8601 Question Bank Design of Steel Structural Elements

Determine the design tensile strength of the plate 130 x 12 mm with the holes for 4 nos. of 16 mm diameter bolts arranged two in a row. Steel used is of Fe 410 grade quality. Pitch = 60 mm and edge distance = 35 mm.

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7.

Design a single angle to carry a tension of 100 kN. The end connection is to be done using M20 bolts of 4.6 grade. The yield and ultimate strength of steel used are 250 MPa and 410 MPa respectively.

CE8601 Question Bank Design of Steel Structural Elements

Write the procedure for the design of tension members.

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9.

Design a 10 m long tension member subjected to a factored tensile load of 2000 kN. The section should consist of 2 channels facing each other. The rolled channels ISMC 300 at 358 N/m only are available. Assuming the channels to be weakened by one bolt hole only, check the adequacy of the section. Use Fe 410 grade of steel. The bolts to be used are of grade 4.6 and of 16 mm diameter.

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10.

Determine the tensile strength of a roof truss member 2 ISA

90x60x6 mm connected to the gusset plate of 8 mm thickness by 4mm weld. The effective length of weld is 200mm.

CE8601 Question Bank Design of Steel Structural Elements

Subject name | Design of Steel Structural Elements |

Short Name | DSSE |

Semester | 6 |

Subject Code | CE8601 |

Regulation | 2017 regulation |

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