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Q1:* Minimum thickness of slab Exterior Bay → t= L/24 = 15x12/24 = 7.5 in Interior Bay → t= 1/28 = 8.5x12/28= 3.6 in d=h-cover-0.5 (diam) = 7.5-0.75 -0.25 = 6.5" Weight & slab = (7.5/12) x 150 pcf = 93.75 psf Total Dead load = 93.75 + 70 163.75 psf * 15 * fo 8.5 8.5 Factored load: Wu= 1₁2DL + 1.6LL = 1.2 (163.75) + 1.6 (130) = 404.5 psf ~ 405 psf = 0.405 ksf * Moment & Shear SAP using IS/nYO Determine the moment and shear using the ACI coefficient Method: M=CM W₁12 and V = C, W₁1/2 Vmax at C= 1.15 (0.354)(11/2) = 2.24Kips -ve Mmax at C = -(0.354)(11)²/10 = 4.3ft-kip at B = +(0.354)(11)²/14 = 3.06ft-kip +ve Mmax ● CM. CV. A 1/24/14 %0 X₁ 1.0 1.15 1.0 E 12 D 4 110 D 411 E ¼/16 CVE 313 Dr. Farid Abed/nL₂ Table 1: Dimensions and distributed loading for each group Live Load psf Group L₁ No. (ft) 123456789 Bedroom L3 L2 (ft) (ft) 5000 60 5000 60 14 17 13 13 15 17 15 15 16 14 15 16 14 14 4500 60 4000 60 16 4000 60 13 14 17 4500 60 15 16 17 4500 60 16 16 17 4000 60 15 15 16 4500 60 4555FHO65 fc (ksi) (psi) 3L2/4 7766ON6 Bathroom 120 120 120 120 130 130 130 130 110 Kitchen Super Imposed Dead Load psf 80 85 75 70 90 80 70 60 90 LivingSee Answer
Q2: Can be done by groups of 2. If so please only one of the members upload the solution in UBLearns and put the names of all members in the first page of the report. Instructions for the assignment submission: 1. For the structure, report the displacements, reactions and member forces. 2. Using the obtained reactions, check the global equilibrium by hand calculations 3. Show a deformed shape of the structure. 180 in Provide all the above in a neat, short and well-organized report and keep the details in appendix. 180 in Problem No. 1 Consider the structure shown below with material and section properties as indicated on the figure. Calculate the forces in all truss members, and the shear and bending diagram of the beam. TOXOXO CIE 323 STRUCTURAL ANALYSIS E = 29000 ksi I = 3000 in 3A A SAP2000 ASSIGNMENT 3A 240 in 3A 20kips A 3A 240 in + 20kips I, 36A 360 inSee Answer
Q3: Consider the structure shown below with material and section properties as indicated on the figure. Calculate the forces in all truss members, and the shear and bending diagram of the beam. E 29000 kat I=3000 in^4 A=1 in^4 180 in 180 in 1010% LA-1 in 3A 3A 34 240 in 20kips ЗА A 2A I, 36A 20kips 360 240 inSee Answer
Q4: Assignment #7: Analyze the 10-story structure of Assignment #5 under gravity, wind, and seismic loads. The analysis can be done using any structural program such as Sap, Etabs, or another program of your choice capable of performing analysis, including modal (spectral) analysis. The details of the building to be analyzed are given in Assignment #5. For wind analysis assume urban terrain. For your steel framing use the following sections. Floor Section Beams - 1st Floor 10th Floor W14x38 - 1st Floor 5th Floor W24x117 Columns - 6th Floor 10th Floor W24x76 Any information not given can be assumed for the buildings. You can assume your floor diaphragms are rigid in plane and can distribute the forces accordingly. The final deliverable results are the structural model of the building as well as a written report. The results of the project should be summarized in the report. You should perform the following tasks: 1. Perform modal analysis. Report the first 15 modal periods and modal mass participation factors. How many modes are required to describe the building response? 2. Analyze the building under the following loading scenarios. Practically, apply the relevant loads for each case and use the right load combinations: 2.1. Under gravity load combinations only 2.2. Under gravity and wind load combinations. 2.3. Under gravity and seismic load combinations. i. Using Equivalent Lateral Force procedure (ELF) ii. Using Modal Response Spectrum analysis For ELF and wind loading scenarios, apply the floor forces that you have hand calculated in Assignments #5 and #6 to your model to review the building response. For Modal Response Spectrum analysis, apply the seismic force using the Response Spectrum function of the software. For your results, include: • • . List of project information and relevant analysis information – short description. Diagram of seismic story shear and bending through the height of the building (two methods, one equivalent lateral force method, one the spectral analysis results from computer model). Comparison of story shears and overturning moment from wind and seismic forces (both ELF and Modal Response Spectrum). Use appropriate load factor per code for wind and seismic loads. Pay special attention to using load factors for wind that are consistent with the return period used for wind according to the version of ASCE 7 that you are using.) ❖ Assignment to be submitted in electronic format. ❖ Report, and models of the building to be uploaded to courseworks. ❖ Note: In lieu of reading from the maps in the code, Wind and seismic information for your location can be obtained from https://hazards.atcouncil.org/. Note that you need to pick the seismic and wind data with the right return period/corresponding to the right version of the code. Pay particular attention to using load factors that are consistent with the wind return period.See Answer
Q5:Summer 2023 ARC 5513 BASIC STRUCTURES Lawrence Technological University College of Architecture and Design 2: Structural System Configuration + Load Calculation System Type: Roof Truss and Post and Beam Frames You are to collaborate in teams to exchange information and methodology, but each person is to complete their own task. Use SAP2000 software to determine forces magnitude and type (T or C) Submission Documentation: Digital only-provide in 11 x 17 landscape format. Provide a pdf copy Suggested work schedule Max of 2 weeks for part 1 (work completed) 07/20/22 part 2 (work completed and submitted Educational Objectives: A. To be able to identify structural systems that provide solutions to spatial, and functional planning, and load/span criteria. B. To develop useful skills in the representation of structural system concepts, and preliminary design. C. To develop the ability to identify and employ strategies of structural system planning, design and configuration of member types, sizing proportions, 1.10'| 80' 110 + Patio pavers 16 bay sizes, and concepts of frame stability, static 48 1 16' on grade evaluations. 1. Structural Planning and Configuration/ System. Problem Statement: A community beach/park center is proposed by a local park district. The park district wants an innovative and showcase structure, they do not want cranes or heavy equipment on the site due to the landscape. The structural system to be considered is a one-way truss system for the roof and wood beams /joists for the floor within a post and beam frame. See images Rest rooms Shower area 12' 64 Main open area (column free space) Elevated wood decking front area to be part of framming system of the floor. Footprint (plan view) 18' min top of roof provided for inspiration only you may vary from the standard types shown. Merit is recognized for solutions with innovation, efficiency, competent structural system planning and correct calculations. The structural material is exterior grade timber/wood material and steel cables or rods that could be used for tension elements. The main pavilion is open below the roof to open it to the outdoors. The roof may Min envelope roof may overhang area shown and be sloped as needed. 8' to ceiling restrooms 24" to finished floor Grade level 0.0 Outline (section view) Concrete footing posts palced as needed have overhangs beyond support columns. The roof may have a skylight in sections or be open to the sky in sections. The floor is a small crawl space with wood flooring. Standard 'dimension lumber' members is limited to a max. length of 20' in length. Glu-laminated timber or wood floor trusses can span longer dimensions. Member Sizing Parameters: Member Sizing Parameters: Bay/truss spacing Spacing = (S) -span S/4 - S/6 Span /depth ratios L/ (#) = member depth trusses are approximately L/10- L/13. Span ranges 24'-200 Wood Beams L/18-L/24 Span range 8-20' Glu-lam beams span range 24'-200 wood decking L/26-L/30 span range 2-4' plywood spans 1'-4' Width/height ratio H/ (#) = col. width Wood Columns H/24- H/26 See the drawing for conditions and parameters. The existing grade is flat. Member and bay repetition is encouraged for economy. The covering for the roof would be a lightweight roofing with plywood (4' x 8' sheets) or wood decking. Secondary elements' joists or purlins rest on primary beams (floor) or trusses (roof). Wood shakes or standing seam metal roofing. The module for structural planning purposes is 4'. The section profile is the minimum interior enclosure, and the exterior shape may vary at the discretion of the student. The design should be a form efficient solution by taking advantage of overhangs and based on the reduction of bending (moment) forces from vertical loads, assume roof loads are uniform. In the main area the Lakefront Kiosk / Ultramoderne Chicago, Competition winner 2015 Webb Chapel Park Pavilion / Cooper Joseph Studio 2012 Texas. Covington Farmers Market / design/build LAB, 2011 Lions Park Scouts / Auburn University Rural Studio, 2014 Jamberoo Farm House / Casey Brown Architecture, 2012 trusses should be shaped and loaded efficiently. Natural light with skylights of clerestory windows is to be part of the system for the upper roof region. The views are to the north and north wall is to be open with glass. The South walls may be largely solid. Both lateral and gravity loads need to be addressed. Use text 250 words maximum to explain your solution. Grading Rubrics: Truss Creativity / Efficiency 20% Beam Calculations 7.5% Graphics (plans, sections, 3Ds, etc.) 30% Truss Calculations 30% Columns Calculations 7.5% Foundations 5% Each student must design to the following conditions Wood post and beam frame system with trusses for the roof and (solid floor beams/joists and solid columns for the floor) "optional". Part 1 Complete the following A. Stability Study- a schematic line drawing section with labeling members, connections, and primary gravity and lateral force components in the short axis section. In long axis, use the truss or frame methods of stability studies. FLOOR BEAMS Statically "Optinal" determinate ROOF TRUSSES m + R <or>or = 2j DIAGONAL Regular Studio KINGPOST DOUBLE Folk SLOWER CHOND al WARREN tel KING POST VERTICAL Scissors 1/ N Polynesian QUEENPOST DOUBLE HOWE tel ENGLISH før HOWE) 4) HOWE Cambered 11 For fel PRATT Inverted [1] PRATT Dual Pitch Flat INTBOWSTRING FIGURE 5.46 Common typer of coof inases. HowE Scissom Monopitch Bowstring Gambrel MONORTON DUAL PITCH INVERTED Cathedral Anic MODIFIED QUEENPOST CAMBERED GAMBREL PIGGYBACK Truss system types Images of systems B. A short and long structural member section the frame elements bracing and cladding. Suggested scale 1/20' or 1/8". C. Framing Plans Drawings of the roof plan and main level: plan. Draw members to estimated size, shape and profile. Show all members -primary and secondary. In the roof plan, show a cut away section indicating secondary member purlins and roof deck, and sub - flooring, suggested scale 1/20" or 1/8". (Show main floor framing and peel away detail showing the primary/secondary and sub-floor members) "optional". Include exterior deck in the framing plan. D. Trusses must be used in roof for primary members, wood beams or trusses for secondary horizontal members. Post frames would be made of wood columns. Drawings must label all key dimensions, spacing of members, column center lines, and notes on approx. member sizes. Primary Beams or truss framing. Detail of Wood column to foundation. Preferred detail of wood columns is to use double beams that allow columns to provide stiffness in the frame by continuity and create cts. Vertical elements. Split beams allow for smaller beams at outer bays where tributary areas are less. The outer beam carries the weight of the outer wall. A-ow the roof members to straddle the column as the floor beams do at the roof level.See Answer

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