Design Of Frames 2 | Design Of Steel Structures

Watch Next | Design of Frames 3

Design Of Frames 2

Instructor: Mohammad Samaaneh

Instruction Year: 2019 (First Semester)

Views: 374

Duration: minutes

Description:

Continuation of the frame example which analyzed using portal frame method is presented. The calculated 1st order internal forces is converted to 2nd order internal forces considering P-delta analysis. Those forces are compared by the beam-column capacity.

Related Materials

No materials are available for this lecture.

1
Playing...
Introduction To The Design Of Steel Structure
2
Playing...
Introduction To The Design Of Steel Structure 1
3
Playing...
Introduction To The Design Of Steel Structure 2
4
Playing...
Design Of Tension Members
5
Playing...
Design Of Tension Member 1
6
Playing...
Design Of Compression Member
7
Playing...
Design Of Compression Member 1
8
Playing...
Design Of Compression Memberv2
9
Playing...
Design Of Truss System
10
Playing...
Design Of Truss - Example
11
Playing...
Design Of Truss - Example 2
12
Playing...
Design Of Beams
13
Playing...
Design Of Beams 1
14
Playing...
Design Of Beams Ltb
15
Playing...
Design Of Beams 1
16
Playing...
Design Of Beams 2
17
Playing...
Design Of Beams Examples
18
Playing...
Design Of Beams 2
19
Playing...
Design Of Beams Example
20
Playing...
Design Of Beams Column 0
21
Playing...
Design Of Beam-Columns
22
Playing...
Design Of Frames
23
Playing...
Design Of Frames 1
24
Playing...
Design Of Frames 2
25
Playing...
Design Of Frames 3
26
Playing...
Design Of Connections
27
Playing...
Midterm Exam Solution
28
Playing...
Design Of Bolted Connections
29
Playing...
Design Of Bolted Connection
30
Playing...
Design Of Bolted Connection 1
31
Playing...
Design Of Welded Connections
32
Playing...
Design Of Bolted Connection
33
Playing...
Design Of Welded Connection 1