What is this floor framing type? 30-0¹ Member Solid one- way slabs Colum Beams or ribbed one- way slabs Dea Simply supported 30-07 TABLE 9.5(a)- MINIMUM THICKNESS OF NONPRESTRESSED BEAMS OR ONE-WAY SLABS UNLESS DEFLECTIONS ARE CALCULATED 1/16 - Mark 05 One end continuous continuous Cantilever Members not supporting or attached to partitions or other construction likely to be damaged by large deflections 1/20 (24 (728 1/10 30-0¹ Minimum thickness, h /18.5 Both ends One-way slab Two-way flat plate Two-way slab Waffle slab 1/21 1/8 Notes: Values given shall be used directly for members with normalweight concrete and Grade 60 reinforcement. For other conditions, the values shall be modified as follows: a) For lightweight concrete having equilibrium density, w, in the range of 90 to 115 6/1, the values shall be multiplied by (1.65-0.005w) but not less than 1.00. b) For other than 60,000 psi, the values shall be multiplied by (0.4+ 4/100,000)

What is this floor framing type? 30-0¹ Member Solid one- way slabs Colum Beams or ribbed one- way slabs Dea Simply supported 30-07 TABLE 9.5(a)- MINIMUM THICKNESS OF NONPRESTRESSED BEAMS OR ONE-WAY SLABS UNLESS DEFLECTIONS ARE CALCULATED 1/16 - Mark 05 One end continuous continuous Cantilever Members not supporting or attached to partitions or other construction likely to be damaged by large deflections 1/20 (24 (728 1/10 30-0¹ Minimum thickness, h /18.5 Both ends One-way slab Two-way flat plate Two-way slab Waffle slab 1/21 1/8 Notes: Values given shall be used directly for members with normalweight concrete and Grade 60 reinforcement. For other conditions, the values shall be modified as follows: a) For lightweight concrete having equilibrium density, w, in the range of 90 to 115 6/1, the values shall be multiplied by (1.65-0.005w) but not less than 1.00. b) For other than 60,000 psi, the values shall be multiplied by (0.4+ 4/100,000)

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter9: Composite Construction

Section: Chapter Questions

Problem 9.5.1P

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The following diagram shows a partial floor framing plan of an elevated walkway building connecting an airport terminal building to the adjacent garage. The concrete floor is not post- tensioned. Material properties are: - Concrete weight: wt = 150 pcf - Concrete compressive strength: f'c = 4000 psi - Steel tensile strength: fy = 60 ksi - Stirrup consists of #4 bar - Framing members are not exposed to weather or in contact with soil. Use ASCE Table 4.1 to determine the design live load for this floor. 30-0¹ S Colm- Ö 90-0 - Mark 54 59 25 30-0¹ N BI -Sinder ASCE 7-10 Chapter 4 Live Load.pdf 50 psf 60 psf 100 psf 150 psf 2
B) For reinforced concrete lining, the transverse reinforcement is two times the longitudinal reinforcement.O FalseO True
(e) Regardless of the load duration (i.e., standard, permanent, or short term), the wet service condition causes almost the same reduction in the compressive strength for glulam sections. (
As a design engineer you are asked to peer review the design done by another engineer at your organization. A typical reinforced concrete floor slab plan is given. Assume all members to be simply supported. The specified compressive strength of concrete is 5000 psi and Grade-60 steel is used. Unit weight of concrete can be assumed as 150 lb/ft³. B 30'-0"- B2 -EQ.- EQ. -EQ. SEC 1 -40'-0" IS B1 B3 B3 B1 2 The only dead load acting on the slab is the self-weight of the members. The live load on the slab is 100 psf. Initial cross-section and reinforcement details of beam B1 is shown. Area of steel is 4.8in². EQ. 40'-0" B EQ. North
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t 4#9 1) fé= 5000 psi r Grade 60 steel; 4 #9 Rebars, 5-9" t 4#9 NWC, 5-9" L = 25 ft & Mn = ? 4#9 14" $ 21" #3" Simple span 39
(B) Calculate the amount of reinforcement for the concrete Roihfordad Conerete Basemont basement of water tank shown using ACI and BS approaches if Well Compact Soll 1- Min reinforcement is required 2- Use flexural steel ratio = 0.032 wwo0L->
Design a one-way slab with a simple span of 3.0m. The slab is to carry a uniform live load of 7.15 kPa. Assume f’c = 27.6 MPa and fy = 276 MPa for main and temperature bars. use: -12 mm dia RSB for main reinforcement -10 mm dia RSB for temperature and shrinkage reinforcement hello please answer this thanks ☺️
Problem 2 (Pro 4.4 Textbook modified): Draw FBDS and show load conditions for B-1, G-1, interior column, C1. 72' Loads: B- = 25 psf = 10 psf -2XFRAMING JOISTS 16' d.c. W/PLYWODD SHEATHING SL B- (TYP) Roofing and joists (deck) %3D GLU-LAM iOLUMNS Truss joist 3 psf 5 psf Beams B-1 and B-2 = 15#/ft. Girders G-1 and G-2 = 50 #/ft. C1 %3D Insul., mech., elec. %3D TRYSJOISTS %3D %3D 24' ļ 24' 24' RAOF FRAMING PLAN 40 40
A simply supported beam (Span = 25 ) has a seetion as shown below with normal-weichs concrete compressive strength fc- 4000 psi (normal weight, and steel reinforcement,fy=40,000 psi 1- find the modulus of rupture of the concrete per ACI318-10 2- find gross section properties to calculate the crracking bending moment (Mcr) 3-check whether the cross section is over -or under -reinforced 4-caclculate the nominal flexural strength of the cross section (Mn)