5.3Application to Deflection Problems 117
Fig.5.4
(a) Actual loading of framework; (b) determination of vertical deflection of B; (c) determination of horizontal
deflection of D.
Table 5.1
① ② ③ ④ ⑤ ⑥ ⑦ ⑧× 106 ⑨× 106
Member L(mm) F(N) FB,f(N) ∂FB,f/∂PB,f FD,f(N) ∂FD,f/∂PD,f FL∂FB,f/∂PB,f FL∂FD,f/∂PD,f
AE 4000
√
2 − 60000
√
2 − 2
√
2 PB,f/ 3 − 2
√
2 /3 0 0 320
√
20
EF 4000 − 60000 − 2 PB,f/ 3 − 2 /3 0 0 160 0
FD 4000
√
2 − 80000
√
2 −
√
2 PB,f/ 3 −
√
2 /3 0 0 640
√
2 / 30
DC 4000 80000 PB,f/ 31 / 3 PD,f 1 320 / 3 320
CB 4000 80000 PB,f/ 31 / 3 PD,f 1 320 / 3 320
BA 4000 60000 2 PB,f/ 32 / 3 PD,f 1 480 / 3 240
EB 4000 20000 2 PB,f/ 32 /3 0 0 160 / 30
FB 4000 √ 2 − 20000 √ 2 √ 2 PB,f/ 3 √ 2 /30 0− 160 √ 2 / 30
FC 4000 100000 0 0 0 0 0 0
∑= 1268 ∑= 880