Click the OK button to accept your selections and
return to the New Model Quick Templates form. Unauthorized reproduction or linking forbidden without expressed written permission. The Deck Property Data form shown in Figure 25
displays. Click the Cancel button in the Design Load Combinations
Selec-tion form to close it without accepting any changes that may
have inadvertently been made. Figure 16 The example model with the columns drawnIntroductory Tutorial18 Step 2 Add Frame ObjectsSave the ModelDuring development, save the model often. Figure 26 Cladding Options formIntroductory Tutorial28 Step 3 Add Shell ObjectsF.
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This form is used to define the points where bracing occurs along
the beams. Those
ar-rows indicate the local axes directions. Chúc các bạn có những trải nghiệm thú vị với phần mềm tính toán kết cấu nổi tiếng này và đừng quên chia sẽ những gì bạn khám phá được nhéBẠN CÓ NHU CẦU TƯ VẤN THIẾT KẾ, VUI LÒNG LIÊN HỆ:
Email: [emailprotected]
Điện thoại: 0984. Thus, in the next analysis of this example, the composite
beams will be ana-lyzed using W12X14 analysis sections. N.
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E. Now draw the secondary
beams that span between girders using the following Action
Items. Then
column, beam, and slab sections are defined along with vertical
loads. In this example,
self weight has been assigned to the Dead load pattern.
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(2) Highlight A-LatCol in the
Properties list. 2. Click the Assign menu Shell Loads Wind Pressure
Coefficient command, to bring up the Shell Load Assignment – Wind
Pressure Coefficient form. Click the OK button and the main ETABS window displays as
shown in Figure 5. I.
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Figure 30 Properties of Object form for Wall Stack he has a good point Tutorial32 Step 5 Define Static Load PatternsStep 5 Define Static Load PatternsThe static loads used in this example consist of the dead, live,
earthquake and wind loads click for source on the building. C. We
highly recommend that you start your models using templates
when-ever possible. Immensely capable, yet easy-to-use, has been the hallmark of ETABS since its introduction decades ago, and this latest release continues that tradition by providing engineers with the technologically-advanced, yet intuitive, software they require to useful content their most productive. Note that when the building is reanalyzed (i. com, Inc.
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The program will create the analysis model from your
object-based ETABS. 1. Then, moving clockwise around the
model, click once at these intersection points in this order to
draw the outline of the building: A-4, C-4, C-3, B-3, B-2, D-2, and
D-1. e. Now draw the remaining lateral force-resisting beams in one
action by windowing around the grid lines to add beams between the
col-umns drawn earlier in Step 2, as shown in Figure 18.
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Drop1 is a default 15 in thick slab property. Press
the Shift key on your keyboard and then click once on the W18X175
beam. Figure 6 Quick Cartesian Grids formPart I – Steel Building ExampleStep 1 Begin a New Model 7D. E.
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This will assist in accurately drawing the shell
object. Set Up to Add Objects to Multiple Stories SimultaneouslyMake sure that the Plan View is active. If you follow the instructions, you will build the
model shown in Figure 1. The Frame Properties
form shown in Figure 5 will display.
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The lateral force resisting system consists of intersecting
moment frames (the elevator core is structurally isolated). Click the Apply button on the Frame Load Assignment –
Dis-tributed form to apply the uniform superimposed dead load that
is applied to the perimeter beams to represent the cladding. After the analysis has been completed, the
program per-forms a few bookkeeping actions that are evident on the
status bar in the bottom left-hand corner of the ETABS window. Type 180 in into the Bottom Story Height edit box and press
the En-ter key on your keyboard (be sure you type in).
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Cảm ơn Ad đã chia sẻ bài nhé!!! 2018 Lê Nhân Liên hệ Thiet Ke Noi That Phong thuỷ Thuoc Lo BanThanks. Select Wind as the
Type. Your model now appears as shown in Figure 28. .