Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN: 9781337094740
Author: Segui, William T.
Publisher: Cengage Learning
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Chapter 5, Problem 5.13.2P
To determine
The K-series joist.
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A floor slab 100 mm thick is cast monolithically with beams 300 mm wide 500 mm deep spaced 1.5 m on centers, on
simple supports over a span of 6.0 m. The floor supports a superimposed service dead load of 1.77 kPa and service live
load of 4.8 kPa. Using f’c= 21 MPa, long bar fy = 415 MPa, calculate
Using a T-beam geometry formed from monolithic construction, determine the effective flange width of a typical interior beam in mm.
Draw a line diagram for the simply-supported floor joist under uniformly distributed load as described below. Determine the total applied load on the joist and show it on the line diagram along with span length and supports. Design dead load = 10 psf Design live load = 40 psf Joist span = 12.0 ft Joist spacing = 16 in on-center
Compute the spacing between joists with a bending stress of 12 MPa. Floor joists size: w = 75 mm by h = 200 mm and it is simply supported with a span of 5 m. Carry a floor loaded at 5 KN/m2. What safe floor load could be carried on a center-line spacing of 0.60 m.?
Chapter 5 Solutions
Steel Design (Activate Learning with these NEW titles from Engineering!)
Ch. 5 - Prob. 5.2.1PCh. 5 - Prob. 5.2.2PCh. 5 - Verify the value of Zx for a W1850 that is...Ch. 5 - Prob. 5.2.4PCh. 5 - Prob. 5.4.1PCh. 5 - Prob. 5.4.2PCh. 5 - Determine the smallest value of yield stress Fy,...Ch. 5 - Prob. 5.5.1PCh. 5 - Prob. 5.5.2PCh. 5 - Prob. 5.5.3P
Ch. 5 - Prob. 5.5.4PCh. 5 - Prob. 5.5.5PCh. 5 - Prob. 5.5.6PCh. 5 - Prob. 5.5.7PCh. 5 - Prob. 5.5.8PCh. 5 - Prob. 5.5.9PCh. 5 - If the beam in Problem 5.5-9 i5 braced at A, B,...Ch. 5 - Prob. 5.5.11PCh. 5 - Prob. 5.5.12PCh. 5 - Prob. 5.5.13PCh. 5 - Prob. 5.5.14PCh. 5 - Prob. 5.5.15PCh. 5 - Prob. 5.5.16PCh. 5 - Prob. 5.6.1PCh. 5 - Prob. 5.6.2PCh. 5 - Prob. 5.6.3PCh. 5 - Prob. 5.6.4PCh. 5 - Compute the nominal shear strength of an M107.5 of...Ch. 5 - Compute the nominal shear strength of an M1211.8...Ch. 5 - Prob. 5.8.3PCh. 5 - Prob. 5.8.4PCh. 5 - Prob. 5.10.1PCh. 5 - Prob. 5.10.2PCh. 5 - Same as Problem 5.10-2, except that lateral...Ch. 5 - Prob. 5.10.4PCh. 5 - The given beam is laterally supported at the ends...Ch. 5 - Prob. 5.10.6PCh. 5 - Prob. 5.10.7PCh. 5 - Prob. 5.11.1PCh. 5 - Prob. 5.11.2PCh. 5 - Prob. 5.11.3PCh. 5 - Prob. 5.11.4PCh. 5 - Prob. 5.11.5PCh. 5 - Prob. 5.11.6PCh. 5 - Prob. 5.11.7PCh. 5 - Prob. 5.11.8PCh. 5 - Prob. 5.11.9PCh. 5 - Prob. 5.12.1PCh. 5 - Prob. 5.12.2PCh. 5 - Prob. 5.12.3PCh. 5 - Prob. 5.13.1PCh. 5 - Prob. 5.13.2PCh. 5 - Prob. 5.14.1PCh. 5 - Prob. 5.14.2PCh. 5 - Prob. 5.14.3PCh. 5 - Prob. 5.14.4PCh. 5 - Prob. 5.15.1PCh. 5 - Prob. 5.15.2PCh. 5 - Prob. 5.15.3PCh. 5 - Prob. 5.15.4PCh. 5 - Prob. 5.15.5PCh. 5 - Prob. 5.15.6PCh. 5 - Prob. 5.15.7PCh. 5 - Same as Problem 5.15-7, except that the sag rods...
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- A floor slab 100 mm thick is cast monolithically with beams 300 mm wide 500 mm deep spaced 2 m on centers, on simple supports over a span of 6.0 m. The floor supports a superimposed service dead load of 1.77 kPa and service live load of 4.8 kPa. Using f’c = 21 MPa, long bar fy = 415 MPa, calculate: 8. Using a T-beam geometry formed from monolithic construction, determine the effective flange width of a typical interior beam in mm. = [bf] mmarrow_forwardDetermine the slenderness ratio and the Euler buckling load for round wooden dowels that are 2.15 m long and have a diameter of (a) 13 mm and (b) 28 mm. Assume E = 12 GPa.arrow_forwardCalculate the total equivalent uniform load in KN/m on Beam BE, if the total floor load is 17.45KPa. Use a=3.5m, b=5m . Express your answer in 2 decimal places.arrow_forward
- A monolithic floor system consists of 100 mm thick one-way slabs supported by beams 250 mm wide, 2.9 m on centers. The floor carries a superimposed dead load of 2.2 kPa and live load of 4.7 kPa. For a typical interior span of a slab, calculate the required spacing of top flexure bars. Use f'c = 21 MPa and flexure bar diameter 10 mm, grade 230 MPa. Express your answer in mm rounded down to a whole number.arrow_forwardConsider the arrangement of beams and girders that are used to support a 5 in reinforcedconcrete floor for a small industrial building as shown in Figure 2. Design the beams andgirders assuming that they are simply supported. Assume full lateral support of thecompression flange and a live load of 80 psf. Concrete weight is 150 lb/ft3 Note : Floor continues on all sides Figure 2: Floor plan for the industrial buildingarrow_forwardsteel joist is spaced at 3’-0” oc and spans 35’-0”. It carries a dead load of 45 psf and a live load of 100 psf. What is the most economical steel joist able to carry this load? a. 24K7 b. 26K7 c. 28K7 d. 30K7arrow_forward
- A simply supported beam carrying floor joist shown in Figure is made of rectangular wood having a dimension of 50mm x 100mm. Compute the maximumdeflection if E = 8.47 x 10^3MPa (for guijo, stress grade 80).arrow_forwardUse the joist guide from the Vulcraft catalog to select the most economical K-series joist that satisfies L/360 deflection limits for joists spaced 4 ft o.c. supporting classrooms and spanning 20 ft. Please consider Dead Load as 20 psf. LL=40psf 1. For this joist, the live load in pounds per foot (lb/ft) is ____ lb/ft. 2. The total factored load in pounds per foot is ____ lb/ft. 3. find the most economical open web steel joist to carry the total factored load. 4. This most economical joist has a live load capacity of ____ lb/ft while meeting the L/360 deflection criteria for this span length.arrow_forwardA 470 mm-diameter, non-slender, spiral column is symmetrically reinforced with 8-16 mm vertical bars. Calculate the design strength (kN) of this column if subjected to axial load only. Given f'c = 21 MPa and fy = 280 MPa. Write your answer in 2 decimal places only.arrow_forward
- A concrete block is supported by two guy wires attached to an anchor ring as shown. a.Determine the resultant force on the anchor ring. b.Angle of the resultant force with respect to the horizontal axis. c.Weight (W) of the concrete block with a factor of safety of 1.25 to prevent uplift.arrow_forwardA monolithic floor system consists of 100 mm thick one-way slabs supported by beams 250 mm wide, 2.8 m on centers. The floor carries a superimposed dead load of 2.2 kPa and live load of 3.9 kPa. For a typical interior span of a slab, calculate the required spacing of bottom flexure bars. Use f'c = 21 MPa and flexure bar diameter 10 mm, grade 230 MPa. Express your answer in mm to the next larger whole number.arrow_forwardShow your calculations for the single point loadarrow_forward
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