Bt. x 7t. InsulatedGlass Sliding DoorsAI Windows Are Double Glass% in. air spaceXtx1%t4.x4t.10.-3in.11ftDINING ROOMКITCHENBATH 1-9t.-11%in.7.9%in.BATH 2CLOR-30 Insulation-7n-10in.Wall Construction:Aluminum Siding.R-5 Sheathing.2 in. x 4 in. StudswithR-11 InsulationBED RM 1CLO.411.10inLIVING ROOMDINING ROOM1/2 in. Drywall10f1.-10in--Bf.-9%inGrade12.-0% in.3 in. Concrete SlabENTRYBED RM 3BED RM 26R-6in4t, x 6t.4ft x4ft4f.x4ftDiagram for Problem 6.21• Floor is concrete slab on ground.D2: Sliding glass door, two 3 ft by 6 ft 8 in sections, dou-ble-glazed, 1/2 in. airspace, aluminum frame6.21 Determine design heating and cooling loads for the res-idence shown in the figure and located in Manhattan, Kansas.70ft.25R-4in.-101.-2in.1ft.

Calculating floor area: =10*20=200 m2 =2153 ft As the room in the case above is for air Conditioned…

On x 7 Insulated Giass Sikding Doors A Wndows Are Doubie Glass *ina space DINING ROOM KITCHEN BATH 1 -n-11%in. 79in BATH 2 CLO On R-30 Insulation -7-10n- Wall Construct Aluminum Sidi R-5 Sheathing 2 in. x4 in. St with BED RM 1 CLO 10n LIVING ROOM DINING ROOM R-11 Insulatiom 1/2 in. Drywall 10-10n 1-9%an In Concrete Siab→ Grade -12-8%in- ENTRY BED RM 3 BED RM 2 -GR-6n- Diagram for Problem 6.21 Floor is concrete slab on ground. D2: Sliding glass door, two 3 ft by 6 fft 8 in sections d 25 4in

On x 7 Insulated Giass Sikding Doors A Wndows Are Doubie Glass *ina space DINING ROOM KITCHEN BATH 1 -n-11%in. 79in BATH 2 CLO On R-30 Insulation -7-10n- Wall Construct Aluminum Sidi R-5 Sheathing 2 in. x4 in. St with BED RM 1 CLO 10n LIVING ROOM DINING ROOM R-11 Insulatiom 1/2 in. Drywall 10-10n 1-9%an In Concrete Siab→ Grade -12-8%in- ENTRY BED RM 3 BED RM 2 -GR-6n- Diagram for Problem 6.21 Floor is concrete slab on ground. D2: Sliding glass door, two 3 ft by 6 fft 8 in sections d 25 4in

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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130% v - + 7 Annotate T| Edit Trial expired Unlock Full Version ENGR 263 A A A EXERCISES Eleven sets of illustrations and the corresponding free-body diagrams of building-related beams were provided in Chapter 4 as Exercises 4. I through 4.11. These free-body diagrams constitute exercises that will be used here and again in Chapter 12. Follow these instructions carefully to save time later: (a) On each sheet of engineering paper reserved for analysis, calculate the vertical shear specific to that member at appropriate intervals across the length of the free-body diagram. Be sure to solve for locations where shear passes through zero. (b) On cach sheet of engineering paper containing the tree-body diagram, neatly draw the related shear diagram directly below the associated free-body diagram. The shear diagram should be located in the middle one-third of the page. Reserve the bottom one-third of the sheet for the bending moment diagram introduced in Chap- ter 12. Be sure to show…
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