blob: 3d38484614996847c2b3a813f833b14647a8c0f6 (
plain)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
|
//finding magnitude and nature of forces
//refer fig. 4.14(a)
//considering equilibrium if entire truss
//taking moment about L0
R2=(200*6+200*12+150*18+100*24+100*30)/36 //kN
R1=200+200+150+100+100-R2 //kN
//consider equilibrium of right hand side of section (1)-(1)
theta1=atand(1/6) //degree
theta2=atand(6/8) //degree
//taking moment about U4
FL3L4=(-100*6+325*12)/8 //kN (tension)
//taking moment about L3
FU3U4=456.2 //kN (compression)
FU4L3=(456.2*cosd(9.46)-412.5)/sind(36.87) //kN (tension)
printf("The required forces are:-\nMember Force\nU3U4= %.2d kN (Compression)\nL3L4= %.2d kN (Tension)\nU4L3= %.2d kN (Tension)",FU3U4,FL3L4,FU4L3)
|
