MOVING LOAD TUTORIAL SAP2000 V17 WINDOWS

Click on Reinforcement to specify reinforcement data. Step 3-2: Enter B1 as Section Name as shown in the above figure and accept the other data. Select Add Rectangular from second drop-down menu to add rectangular beam. Step 3-1: Go to Define > Frame Sections in main menu to start frame section definition properties editor. Check the dimensions at Problem Statement part at the beginning of the example. Define Frame Sections2 concrete frame sections (B1 for rectangular beams and C1 for circle columns) need to be defined for this example. Step 2-2: Accept the default properties by clicking Cancel or OK 2 timesДЈ. Select CONC and click on Modify/Show Material to view/revise the material properties. Step 2-1: Go to Define > Material Properties in main menu. Define Material PropertiesDefault concrete material (CONC) has been used for this example. Step 1-4: Save the project by clicking on or File > Save from main menu, enter File name = 'SAP2000_ex06' and click Save.Дў. Step 1-3: After clicking OK, SAP2000 creates space frame based on the parameters specified in the previous step and displays in Plan View and 3-D View window. Step 1-2: Specify parameter as shown in above figure and click OK. Go to File > New Model from Template and select space frame template as shown in above figure. Select Kip-in from drop-down menu box in bottom-right screen.

MOVING LOAD TUTORIAL SAP2000 V17 WINDOWS

Step 1-1: Start SAP2000 by clicking on the appropriate desktop shortcut or by selecting sAP2000 from your Windows Start menu. Start Model from TemplateOnly one floor frame will be created by template and will be copied to the remaining floors after started floor has been modified already. Modeling, Dynamic Analysis of RC BuildingStep-by-Step Solution1. Plan and Elevation View Plan View at Roof FoorA B C DД®levation At Grid Lines 2, 3, 4, A, B and C20' Story 5 B1 20' B1 20' B1Д®levation at Grid Line 1 and D20' Story 5 B1 20' B1 Slab Section Reinforced concrete solid slab, thickness = 6 inch TypeDead load Dead load Live load Dynamic loadДetailsUse Self Weight Multiplier Slabs: 35 psf Beams: 250 plf Slab: 100 psf UBC94 response spectrum in Y direction Material Properties Strength of concrete (Fc) Yield strength of main reinforcement (Fy) Yield strength of shear reinforcement (Fys) Young Modulus of concrete ( Ec) Loading Load CasesDEAD SUPERDL LIVE SPEC1 (for Part B) ProblemPart A: Carry out the modeling, dynamic analysis and design of 5 story reinforced concrete building subjected to static loads (UBC94 response spectrum load in Y direction). ObjectiveTo demonstrate and practice step-by-step on the modeling, dynamic analysis and design of 5 story reinforced concrete building. Modeling, Dynamic Analysis of RC Building. Analysis and Design of 3D RC BuildingUsing SAP2000ДЄnalysis and Design of 3D RC BuildingUsing SAP2000Table of ContentObjective.3 Problem.

Moving load tutorial sap2000 v17