hެUmo�0�+��}�~�'R��tHk��h������H�W��~w6����ȹ��������=F�'�)�����QJ"B�>�$ʀ�*�H$%Ȑp�8(`�xI�rpIH�䔐SrE./i���U. – Able to determine end moment at critical points. h�bbd``b`Z$C�C�`3�w+�"�{�D�#H1#��Ƹ/ � There is a uniformly distributed load on the top beam (member CD) and a single lateral (horizontal load) at node C. 2 2 b c F1 = 5 kN d F2 = 10 kN 4 4. • Expected Outcomes : – Able to identify the frame – with or without side sway. name enr no. Then draw Bending moment & Shear force diagram. EI is constant. Slope-Deflection Method: Frames Without Side-sway, Example 1 a 2 EI = const. h�b```f``����@����9v�n;��ԡ�0N]I�ʥ۞{δ��ڳ��a����p$��Ѐ��k�Ǟ@��9�"m@g�g��$�����0,����$H3q0p��� �C+P The support at A and C and joint B are fixed connected. Method • Aims – Determine the slope and deflection by using Unit Load Method • Expected Outcomes : – Able to analyze determinate beam – deflection and slope by Unit Load Method • References – Mechanics of Materials, R.C. This is a simple portal frame structure with pinned column bases. 119 0 obj <> endobj The slope-deflection method for a non-sway frame will be illustrated using the example in Figure 9.12. - 5 sub – structural analysis - 2 topic – analysis of frames using slope deflection method endstream endobj startxref The slope-deflection method for sway frames will be illustrated using the example structure shown in Figure 9.20. Hibbeler, 7th Edition, Prentice Hall endstream endobj 120 0 obj <> endobj 121 0 obj <> endobj 122 0 obj <>stream 0 129 0 obj <>/Filter/FlateDecode/ID[<8D859EEBC8B0568E0776FB3D87861B07>]/Index[119 25]/Info 118 0 R/Length 61/Prev 691165/Root 120 0 R/Size 144/Type/XRef/W[1 2 1]>>stream analysis of frames using slope deflection method 1. sr no. In this frame, nodes C, D and E are restrained from translating horizontally by the fixed end support at node B (recall that we are considering all members to be axially rigid). Chapter 3 : Part 2 – Slope Deflection • Aims – Determine the end moment for frame using Slope Deflection Method. 143 0 obj <>stream %PDF-1.5 %���� SLOPE-DEFLECTION METHOD The slope-deflection method uses displacements as unknowns and is referred to as a displacement method. 1 sagar kaptan 130140106021 2 rupesh kashyap 130140106022 3 hiren katrodiya 130140106023 4 krunal patel 130140106024 5 nehal mahale 130140106025 group no. Equilibrium equations End moments are expressed in terms of unknown rotation ϕb. Example: Analyze two span continuous beam ABC by slope deflection method. • References – Mechanics of Materials, R.C. Hibbeler, 7th Edition, Prentice Hall – … Example 3 Determine the moments at the ends of each member of the frame. %%EOF Note that in the solution, for spans AB and CD the short-hand slope-deflection formula along with pinned-fixed FEMs are used. Slope-Deflection Method Examples .

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