blob: 24a2b04c6812680b33c4c7d7bf002579efefafc7 (
plain)
1
2
3
4
5
6
7
8
9
10
11
12
13
|
//(Design against Static Load) Example 4.1
//Refer Fig.4.10 on page 85
//Tensile force acting on two plates P (kN)
P = 50
//Tensile yield strength of the plates Syt (N/mm2)
Syt = 250
//Factor of safety fs
fs = 2.5
//Number of rivets n
n = 3
//Length of plate L (mm)
L = 200
|
