(3) H 22" IN_ 1:3|2|2|2|3| 4 #8 (b) Check if the #8 bars As, reg 2.85 in ² #4 at 8" 0.c. fé=4.000 psi Grade 60 steel Light weight concrete No-Coating. (a) check if 4 #8 Bars fit the beam. are sufficently anchored (I

(3) H 22" IN_ 1:3|2|2|2|3| 4 #8 (b) Check if the #8 bars As, reg 2.85 in ² #4 at 8" 0.c. fé=4.000 psi Grade 60 steel Light weight concrete No-Coating. (a) check if 4 #8 Bars fit the beam. are sufficently anchored (I

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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Question

(3)
H
22"
IN_
1:3|2|2|2|3|
4 #8
(b) Check if the #8 bars
As, reg
2.85 in ²
#4 at
8" 0.c.
fé=4.000 psi
Grade 60 steel
Light weight concrete
No-Coating.
(a) check if 4 #8 Bars fit the beam.
are sufficently
anchored
(I

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The 5-story building design project will have its beams and slab poured monolithically and formed a T- section as shown. Determine the design strength pMn in accordance with the ACI/NSCP Code. The tension steel is 9- 36 mm diameter bars (As of 36 mm = 1006 mm2) with three bars in each of three layers. Assume 12 mm stirrups are used, and there is 25 mm between layers. Use fc': 28 MPa and fy = 413.70 MPa. 750 mm T175 mm 1000 mm 9-36 mm diameter bars 350 mm
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A simply supported beam shown in figure 1, carries an uniform service (unfactored) superimposed deadload of 1.4 kips/ft. plus its own weight and a liveload of 1.5 kips/ft. The concrete strength is 3,500 psi, and the yield strength of the reinforcement is 60,000psi. The concrete is normal- weight concrete. Use the load and strength reduction factors from ACI Code. Compute the design strength or capacity at the midspan of the beam and check if it is safe or adequate to resist the factored service moment. a). 220 kips-ft., safe Figare li wds 14 kipplr.; We= 1,5 kips /. し,vbv b). 336 kips-ft., safe 215" c). 128 kips-ft., inadequate 3 ho. 9 ars d). 255 kips.ft., adequate Solution:
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