4010B Building Professionals Quiz ALL DONE

48- Mr. Mazin is a franchise owner of McDonald's. Which type of store structure is suitable for his business? a. Photo made structure b. Oval structure c. Prototype structure d. Modular structure

Remaining Time: 1 hour, 08 minutes 38 seconds Question Completion Status Determine the magnitude (N) of the horizontal component of the reaction at point A if, F=515N, a=0.49m, b-1.43m, r=1.41m and d=29.87degrees. Round off only on the final answer expressed in 3 decimal places. Instead of units, indicate R if force is directed towards the right or Lif towards the left. F-

Prepare the details estimate for the following 2 roomed building epare BOG the foilowing WI w1 D2 3500 mm x 3400 mm 4000 mm x 3400 mm W1 D1 D1 -Door 1 1100mmx 2100mm D2 -Door 2 1000mmx 2100mm W1-Window 1 1200mmx 1200mm Roof height: 2.80m Consider bearing for lintel as RCC roof 170mm thick Lintel 0.15m thick 300mm 1 300 mm 750 mm 1000 mmm- 1200 mm ww 00s ww 00s 200 mm ww 00s

(CASE Dashboard A region experiences frequent earthquakes that result in property damage. Engineers are designing a buikling for the region that can better withstand the effects of earthquakes. Item 9 Item 10 Which is an essential feature that the engineers shoukd include in their buikling design? Item 11 Item 12 O The building should be large to stop earthquake waves when they approach. Item 13 O The building should be tall to withstand ground shaking for a long period of time. Item 14 O The building should be flexible to move when the ground shakes to absorb energy. Item 15 O The building should be built with a deep foundation to help redirect earthquake waves. Item 16 Item 17 Item 1

From the wind load design perspective, why do inclined roofs are preferred over flat roofs in low-rise buildings? (1-2 sentences are allowed)

Please urg8 needed help me ...  Note: this is not writing assignment question and not a graded question  Thank you

A. Briefly discuss the different types of tensile structures. B,Compare the two tensile solutions for the exhibition space roof. C. Choose one of the tensile structures solution from above and justify your selection Answer All Questions, Answer should be in typed format not in handwritten

NOT GRADED IT IS A PAST PAPER PLEASE DONT REJECT can you help with the full workings out tor this question please? Correct answer is highlighted yellow

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Civil Engineering Q4:-what are the common problem being faced in the construction site.briefly discuss.

Given  apartial structural firewall, compute for: a. Concrete materials b. Masonry materials

Write short note on SPT and MPT.

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Answer q3a

Discuss some of the significant challenges faced by the designer and the builders in the design and construction of the structure.  "The Beijing National (Birds Nest) Stadium"

Subject: Reinforced concrete structure  Note: this is not an assignment question  Urgent

give detailed information about generalised compressibility chart.

Give me step by step clear calculations Note: starting of the question 3 is the question number not the grade

3385 A Basic Causes of Loss Form provides coverage against which of the following perils? a. collapse b. sprinkler leakage c. water damage d. theft

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civil engineering-'' W1=9.6, please answer part b''

Hand  written plz asap ....plz fast plz hand written plz

mention Color Inspection Applications In Environmental Engineering

TABLE 1.2 Minimum Densities for Design Loads from Materials Aluminum Concrete, cinder Concrete, stone Clay, dry Clay, damp Sand and gravel, dry, loose Sand and gravel, wet Masonry, lightweight concrete units Masonry, normal weight units Plywood Steel, cold-drawn Wood, Douglas Fir Wood, Southern Pine Wood, spruce Occupancy or Use Assembly areas and theaters Fixed seats Movable seats Garages (passenger cars only) Office buildings 170 108 Lobbies Offices 144 63 110 TABLE 1.4 Minimum Live Loads* Storage warehouse Light Heavy 100 120 105 135 36 492 34 37 29 *Minimum Densities for Design Loads from Materials. Reproduced with permission from American Society of Civil Engineers Misimam Design Loads for Buildings and Other Structures, ASCE/SEI 7-16. Copics of this standard may be purchased from ASCE at www.ace. org/publications. lb/ft² 60 100 40 kN/m² 27 170 22.6 9.9 173 15.7 Live Load 100 50 18.9 16.5 125 250 21.2 5.7 773 5.3 5.8 4.5 kN/m² 2.87 4.79 1.92 4.79 2.40 6.00 11.97 TABLE 1.3 Walls…

Q 03: Apply Center Line Method to calculate the following quantities for the given drawing by considering the listed terms and conditions. (a) Dimensions of the rooms and veranda + your roll number. (b) Ratio of 1:4:8 for PCC and 1:2:4 for step1, step 2 and DPC. 1. Number of bricks 2. Quantity of cement 3. Quantity of fine aggregate 4. Quantity of Coarse Aggregate ALL WALLS ARE 9" Thick Cross Section of Footing of Walls Room 1 Room 2 cRoss -SECTION 14'x 16' u'x 16 D.p.e a" Natuhal sail level 3" to' » Room Heigui → window ize = 4x4 > Deer Size 4x6' %3D P.c.c

Q3) What are the techniques for retrofitting?

Discuss the advantages and disadvantages of using concrete, steel and timber in mild weather regions. Use perfect academic writing and academic references. Insert the links of academic reference   Use perfect academic writing and academic references. Cite the information then Insert the links of academic reference is (((Necessary))).   If you are copy the answer, I will give you down vote

The Dwelling Broad Form policy provides protection for additional perils insured against, which are not available under the Dwelling Basic Form. All of the perils listed below are ONLY available on the Dwelling Broad Form policy EXCEPT ⒸA. falling objects. OB. internal explosion. OC. weight of ice, snow, or sleet. ⒸD. accidental discharge of water from an automatic fire protective sprinkler system.

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FIRSTLINE Which one of the following would support coordinating concrete formwork relative to the structural design? esc Temporary Works Trade Coordination Clash Detection Schedule Simulation 46°F Sunny Ơ

2 2' 8570 PROBLEM 1 2720 770 3580 1500 2G2 2G1 || PC S2 1 2 The Figure on the right is a 2nd Floor Structural framing Plan showing slabs, beams, and columns. Slab Panels were labelled accordingly. 2G1 2G2 261 3 s2 2B 2CB1 S2 4 2800 Which among these slab panels act as ONE-WAY system? Which among these slab panels act as TWO-WAY system 2G1 2G1 2G1 6. 7 Show your solution in determining the slab classification. All || || measurements are in millimeters. 2G1 2G1 2G1 || 8 9. 10 || 2G1 2G1 2G1 E 2820 2850 2900 8570 1B 2ND FLOOR FRAMING PLAN S-1 S-1 SCALE 1:100 15850 3850 000 000 000 2G1 2G1 2G1 2G1 2G1A 2G1 2G1 ----- 2G1 2B1 2G1

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