3 trang 13 lượt tải

Bài tập Bending moments & beam deflections môn Kết cấu hàng không | Học viện Hàng Không Việt Nam

25

In each case, determine the internal bending moment as a function of , and state the necessary boundary and/or continuity conditions used to determine the elastic curve for the beam. Tài liệu được sưu tầm gồm 3 trang, giúp các bạn nắm vững kiến thức, rèn luyện kỹ năng và đạt được kết quả tốt trong học tập. Mời các bạn đón xem!

Môn: Kết cấu hàng không 1 5 tài liệu

Trường: Học viện Hàng Không Việt Nam 594 tài liệu

Tác giả:

Profile

My Lữ

1 tháng trước
Danh sách Quiz
/3
Problem 1.
In each case, determine the internal bending moment as a function of , and state the necessary x
boundary and/or continuity conditions used to determine the elastic curve for the beam.
Problem 2.
Determine the slope and deflection of end A of the cantilevered beam. E = 200 GPa and I =
65.0(10
6
) mm
4
.
(a) (b)
(c)
Problem 3.
Determine the maximum deflection of the simply supported beam. E = 200 GPa and I = 39.9(10-6)
m
4
.
Problem 4.
Determine the slope of the simply supported beam at A. E = 200 GPa and I = 39.9(10-6) m4.
Problem 5.
Determine the equations of the elastic curve using the x
1
and x
2
coordinates. What is the slope at A
and the deflection at C? EI is constant.
Problem 6.
Determine the reactions at the fixed support A and the roller B. EI is constant.
Problem 7.
Determine the reaction at the roller B. EI is constant.
Problem 8.
Determine the reactions at the journal bearing supports A, B, and C of the shaft, then draw the
shear and moment diagrams. EI is constant.

Tài liệu khác của Học viện Hàng Không Việt Nam

Preview text:

Problem 1.
In each case, determine the internal bending moment as a function of , and state the necessary x
boundary and/or continuity conditions used to determine the elastic curve for the beam. Problem 2.
Determine the slope and deflection of end A of the cantilevered beam. E = 200 GPa and I = 65.0(106) mm4. (a) (b) (c) Problem 3.
Determine the maximum deflection of the simply supported beam. E = 200 GPa and I = 39.9(10-6) m4. Problem 4.
Determine the slope of the simply supported beam at A. E = 200 GPa and I = 39.9(10-6) m4. Problem 5.
Determine the equations of the elastic curve using the x1 and x2 coordinates. What is the slope at A
and the deflection at C? EI is constant. Problem 6.
Determine the reactions at the fixed support A and the roller B. EI is constant. Problem 7.
Determine the reaction at the roller B. EI is constant. Problem 8.
Determine the reactions at the journal bearing supports A, B, and C of the shaft, then draw the
shear and moment diagrams. EI is constant.

Tài liệu liên quan: