Deep Beam Design – Template Deep Beam – Design Specification Let’s look at how to input and use the AStrutTie program through the design of deep beam using strut-tie model. Thickness: 0.800m fck: 24MPa fy: 300MPa Unit: kN.m Code: ACI 318-14 Input of Template Set ACI 318-14 Click [New from Template] -> The function is activated only in Template Module. Click [DeepBeam] Enter the same as the screenshot below. Dimension Tab B is thickness of beam. Bmw key reader usb driver. Microsoft and Windows are either registered trademarks or trademarks of Microsoft Corporation in the United States and/or other countries. ![]() Bearing Tab Load Tab STM setting Tab Rebar Tab Result of Template – Auto modeling of Truss Edit Area and Add Combination – Click [Defind – Area Properties] Compressive Strength of Concrete (fck)=24MPa, Elastic Modulus of Conctete (Ec)=27,849MPa – Click [Defind – General Properties]-Steel Tab Yield Strength (fy)=300MPa, Elastic Modulus (Es)=200,000MPa – Click [Defind – Load Combinations] Click [Add] LC01: Dead=1.0, LC02: Dead=1.3 Click on the load in the Work Tree and check it on the screen. [save] – DeepBeam-1.stm Modeling Mode – Modeling Mode change Click [Beginning Mode] → Modeling Mode ESO – Select [ESO] – The function is activated only in Professional Version. On Work tree, Load Combination: LC01 select to see load and modeling Select [LC02] On Work tree, Load Combination: LC02 select to see load and modeling When template is used, all load conditions and boundary conditions are automatically modeled. ![]() – Choose LoadCase: LC01 Click [Run Model Analysis] View ESO analysis result Stress Flow When Template is used, all load conditions and boundary conditions are automatically modeled. – Select [Stress Flow] On Work tree, Load Combination: LC01 select to see load and modeling Select [LC02] On Work tree, Load Combination: LC02 select to see load and modeling – [Run Model Analysis] Truss When Template is used, Truss Modeling, Load Assign, Set Restraint, Create Inner Element, Define Tie Types, Assign Tie Types, Bearing Plate and boundary conditions are automatically modeled. Width and Outer Element – Click [View Options] Max. Strut/Tie Width – On Click [Calculate Max. Width ] The available widths of all elements in a strut-tie model, calculated automatically by the program, are displayed by executing the function DESIGN-Element Information or ASSIGN-Outer Element. The available widths can be modified. The default beam family template has many constraints so it is difficult to add parameters such as Using the Family template for profiles, create a sectional profile of the beam you want to create. In Savita Bhabhi love the game even likes to fuck and tasty, take good hard cock in pussy, feel a thick cock between her big breasts and soft, sucking two very large cock and then let cum in her mouth, Savita Bhabhi swallow hot fucking her lovers every day. Savita Bhabhi having sex with three men at the same time, oral sex, anal sex, double penetration and much orgy. Savita is a very sexy woman and knows how to make a man enjoy very tasty. Savita bhabhi cartoon sex story pdf download. – Technical Reference The protrusion at the top is the max width considering the bearing plate. If you want to change the max width of a member, you can change it by two methods. The first is assign of Outer Element, the second is edit of Element Information. Reducing the maximum width with this function will result in a more secure design, but overshooting can be over-designed. – Technical Reference – example Select Element 5 Click [Outer Element] I: 247.3 Click [OK ] Double Click [No. Of Element] Element 7, I-Width: 0.353 Element 8, I-Width: 0.353 Element 9, I-Width: 0.247 Click [Close ] Assign Strut Types – Select all element Click [Assign Strut Types] Choose [Prismatic Strut] → O.K – Technical Reference In this example, all struts are set to Prismatic, but you can apply them differently at the designer’s discretion. An indeterminate truss will show different results depending on the selected strut type.
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