Question: STR 4 8 0 1 ASSIGNMENT 1 2 0 2 4 QUESTION 1 [ 4 0 MARKS ] The column splice in Figure Q 1

STR4801 ASSIGNMENT 12024
QUESTION 1[40 MARKS]
The column splice in Figure Q1 joins two parts of a beam 533210122 I-section as shown. The splice is subjected to the following loads at ultimate conditions.
Moment (M)=280kNm
Horizontal shear (Fh)=320kN
rIGUKE Q1
Carry out a design calculation to select a suitable bolt size and grade for the connection. Assume the splices are 16mm thick grade S355JR steel. The calculations are to be based on two methods of analysis:
a. Simplified method of analysis
b. Rigorous method (account for the effect of friction)
STR 4 8 0 1 ASSIGNMENT 1 2 0 2 4 QUESTION 1 [ 4 0

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