Search for question
Question

* 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

Living

Fig: 1

Fig: 2

Fig: 3


Most Viewed Questions Of SAP2000

Q1. Calculate capillary rise/fall in a glass tube 2 mm diameter when immersed in (a) water (b) mercury.Both the liquids are at 20°C and the surface tension values at this temperature for water and mercury are 0.072 N/m and 0.052 N/m respectively. The specific gravity of mercury is 13.6. The contact angle of water and mercury are 0° and 130° respectively.


1. A pump-around reflux is an internal reflux for a distillation column where the liquid is withdrawn from a lower tray, cooled in a heat exchanger resulting in heat recovery and then sent back to an upper tray thus reducing the amount of top reflux. In a given distillation tower, the pump-around reflux is withdrawn from the 20th tray and sent to a pump on the ground which is located 20 m below the 20th tray. The pump discharge is cooled in a heat exchanger, and then returned to the 16th tray at the tray level through a control valve. The pump discharge line (including equivalent length of all fittings, bends,etc.) is 50 m long. For a nominal flowrate of 120 m²/h, pressure drop in the cooler is 20 kPa. Assume turbulent flow conditions. Neglect suction line frictional pressure drop. Following information is available:Tray spacing: 0.5 m, Pressure drop per tray: 1 kPa, Discharge pipe diameter = 0.3 m and f (friction factor) = 0.04, Density of Liquid (assume that it is constant) = 800 kg/m³, Tower top pressure: 300 kPa, Pump curve for the pump-around reflux pump is given by: APрump(kPa)=300 – 5v^2 where v is flowrate in m³/min a. For a 50% scale up in the pump-around reflux flow, what would be the minimum discharge pressure of the pump (i.e., under the condition when the pressure drop inа.the control valve is zero)? b. What is the pressure drop in the control valve for the 50% scale up case?


.The shaft shown in the figure is machined from AISI 1040 CD steel. The shaft rotates at 1600rpm and is supported in rolling bearings at A and B. The applied forces are F1 = 2500 Ibf andF2 = 1000 lbf. Determine the minimum fatigue factor of safety based on achieving infinite life.If infinite life is not predicted, estimate the number of cycles to failure. Also check for yielding.


The cylindrical tank with hemispherical ends shown in Fig. P2.46 contains a volatile liquid and its vapor. The liquid density is 800 kg/m3,and its vapor density is negligible. The pressure in the vapor is 120 kPa (abs) and the atmospheric pressure is 101 kPa (abs).Determine: (a) the gage pressure reading on the pressure gage, and (b) the height, h, of the mercury, manometer.


Two cables are tied together at C and are loaded as shown. Knowing that P = 500 N and a =determine the tension in (a) in cable AC, (b) in cable BC.60°, N= T_{A}= 3) The tension in the cable BC is \mathrm{T}_{\mathrm{B}}=


1. Classify each of the structures as statically determinate, statically indeterminate, stable, or unstable. If indeterminate, specify the degree of indeterminacy. (22 pts.)


12-113. The position of a particle is defined by r ={4(t – sin t)i + (2t^2 – 3)j} m, where t is in seconds and the argument for the sine is in radians. Determine the speed of the particle and its normal and tangential components of acceleration when t=1 s.


A 100 ft steel tape standardized at 68 °F and supported throughout under a tension of 10 Ibs was found to be 100.2 ft long. The tape had a cross sectional area of 0.009 in? and a weight of 0.03 Ib/ft. The tape is used to measure a horizontal distance (AB) and the measured length comes out to be 300 ft. CALTRANS plans a new ramp to connect Nutwood with US57. The ramp starts from point A (on Nutwood) to C (on US57) wherein point C will be vertically above point B (a current point on Nutwood that will get buried by ramp). The must have a smooth 4% grade, thus the tape will be used fully supported. Determine the correct slope distance to be measured (i.e. length AC) if a pull of 15 Ibs is used and the temperature is 96 °F.


Problem 2: In a boat race, boat A is leading boat B by 50 m and both boats are traveling at a constant speed of 180 km/h. At t = 0, the boats accelerate at constant rates.Knowing that when B passes A, t = 8 s and va = 225 km/h,determine (a) the acceleration of A, (b) the acceleration of В.


1-90 A hydraulic lift is to be used to lift a 1900-kg weight by putting a weight of 25 kg on a piston with a diameter of 10 cm.Determine the diameter of the piston on which the weight is to be placed.