CE383 2009fall_HW3

# CE383 2009fall_HW3 - EI 2EI 3EI EI 10 kN D B C 5m 5m 10 kN...

This preview shows pages 1–2. Sign up to view the full content.

CE 384 STRUCTURAL ANALYSIS Spring Term, 2008 Homework #3 Due: December 14, 2009 1. Analyse the structure using moment distribution method and draw the bending moment diagram. - EI is constant for all members. - All members are axially rigid. 2. Analyse the structure using moment distribution method and draw the bending moment diagram. All members are axially rigid. 10 kN/m 5m A E 2m 12 kN/m

This preview has intentionally blurred sections. Sign up to view the full version.

View Full Document
This is the end of the preview. Sign up to access the rest of the document.

Unformatted text preview: EI 2EI 3EI EI 10 kN D B C 5m 5m 10 kN 2 m A 3.5 m 3.5 m B C D 2 kN 5 kN/m 2 kN 5 kN/m 5 m E F 5 m 2 m 3. Analyse the structure using slope deflection method and draw the moment diagram. Note that there is a settlement at support C which is equal to 0.01 m. Take EI=2e4 kN.m² and all members are assumed to be axially rigid. 8 kN/m C 8 m B 10 kN δ = 0.01m 5 m 5 m A...
View Full Document

{[ snackBarMessage ]}

### Page1 / 2

CE383 2009fall_HW3 - EI 2EI 3EI EI 10 kN D B C 5m 5m 10 kN...

This preview shows document pages 1 - 2. Sign up to view the full document.

View Full Document
Ask a homework question - tutors are online