- 1 (8.95 KiB) Viewed 17 times
DETERMINE THE DEFLECTIONS IN BEAMS USING AREA MOMENT METHOD.
(a) EIy value at the midspan
160KN 40 KN 50 kN D A E B с |-1.5 m+|+1.5 m2 -1.5 m-2m-
160KN 40 KN 50 kN D A E B с |-1.5 m+|+1.5 m2 -1.5 m-2m-
-
answerhappygod
- Site Admin
- Posts: 899604
- Joined: Mon Aug 02, 2021 8:13 am
160KN 40 KN 50 kN D A E B с |-1.5 m+|+1.5 m2 -1.5 m-2m-
DETERMINE THE DEFLECTIONS IN BEAMS USING AREA MOMENT METHOD.(a) EIy value at the midspan
DETERMINE THE DEFLECTIONS IN BEAMS USING AREA MOMENT METHOD.
(a) EIy value at the midspan
160KN 40 KN 50 kN D A E B с |-1.5 m+|+1.5 m2 -1.5 m-2m-
DETERMINE THE DEFLECTIONS IN BEAMS USING AREA MOMENT METHOD.
(a) EIy value at the midspan
160KN 40 KN 50 kN D A E B с |-1.5 m+|+1.5 m2 -1.5 m-2m-
Join a community of subject matter experts. Register for FREE to view solutions, replies, and use search function. Request answer by replying!