Q1: A water-tight shield is prevented from overturning under water pressure bymeans of wooden struts AB (see figure). These struts are provided every 3 m.Determine a suitable circular cross-section for the strut, if the allowablecompressive stress [σ] for the timber being used is 30 kg/cm2. Answer:diameter of the strut 7.5 cm

The Strut and Determining the Suitable Cross-Section Understanding the ProblemA water-tight shield…

Answered: Q1: A water-tight shield is prevented…

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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The steel framework shown below is used to support the reinforced concrete slab (unit weight of concrete =23.6KN/m3) that is used for an office use (minimum live load = 2.4KPa). The slab is 150 mm thick. Use a=3m, b=5m. Neglect the self-weight of the beam and girder. Assume all beams and girders have simple supports. NSCP 2015 Load factors: 1.2DL & 1.6LL. Calculate the total ultimate/factored liveload in Kilo Pascals? Express your answer in 2 decimal places
The steel framework shown below is used to support the reinforced concrete slab (unit weight of concrete =23.6KN/m3) that is used for an office use (minimum live load = 2.4KPa). The slab is 150 mm thick. Use a=3m, b=5m. Neglect the self-weight of the beam and girder. Assume all beams and girders have simple supports. NSCP 2015 Load factors: 1.2DL & 1.6LL. Calculate the total ultimate/factored SLAB load in Kilo Pascals? Express your answer in 2 decimal places.
The steel framework shown below is used to support the reinforced concrete slab (unit weight of concrete =23.6KN/m3) that is used for an office use (minimum live load = 2.4KPa). The slab is 150 mm thick. Use a=3m, b=5m. Neglect the self-weight of the beam and girder. Assume all beams and girders have simple supports. NSCP 2015 Load factors: 1.2DL & 1.6LL. Question: True or False? The RC slab described above is ONE-WAY slab?
The steel framework shown below is used to support the reinforced concrete slab (unit weight of concrete =23.6KN/m3) that is used for an office use (minimum live load = 2.4KPa). The slab is 150 mm thick. Use a=3m, b=5m. Neglect the self-weight of the beam and girder. Assume all beams and girders have simple supports. NSCP 2015 Load factors: 1.2DL & 1.6LL.
A simply supported wood beam of length L = 8 ft carries a concentrated load Pat midspan, as shown. The cross-sectional dimensions of the beam are b = 6 in. and h = 10 in. If the allowable shear strength of the wood is 130 psi, determine the maximum load P that may be applied at midspan. Neglect the effects of the beam's self-weight. y h х B Answer: P = i Ib Save for Later Attempts: 0 of 1 used Submit Answer
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13. A floor slab 100 mm thick is cast monolithically with beams 250 mm wide 450 mm deep spaced 1.2 m on centers, on simple supports over a span of 5.0 m. The floor supports a service live load of 2.1 kPa. Using ?c= 21 MPa, rebar strength fy = 415 MP, calculate the following if a typical interior beam is reinforced with 3- 16-mm-dia. flexure bars at the bottom enclosed with 10-mm-dia. stirrups: 1. Nominal moment capacity (kN:m) of a typical interior beam in positive bending considering T-beam geometry. A. 96.66 B. 86.99 C. 91.10 D. 81.99 2. Maximum factored uniformly distributed load (kN/m) a typical interior beam can sustain against positive bending. A. 30.93 B. 27.83 C. 26.23 D. 29.15 3. Maximum service superimposed dead load in kPa. A. 17.73 B. 11.08 C. 16.52 D. 14.77
A reinforced cocncrete beam has a width of 250mm and total depth of 500mm. The beam will be designed to carry a factored moment of 540 kN-m. Concrete strength fc'= 28MPa and steel yield strength fy= 248 Mpa. Solve using the strength design. Determine the balanced steel ratio in percent.
2. Two pieces of wood, 2in by 4in, are glued together along the 40 degree joint. Determine the maximum safe axial load P that can be applied if the failure normal stress and the failure shear stress are 250psi and 300psi, respectively. Use a factor of safety equal to 1.2. P P 2 in. 40°
T beams
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A simply supported concrete beam 6m long is reinforce with four-28 mm diamgram tension bars. The beam has a width of 300mm and over all depth of 400.the steel covering to the centroid of the renforcement is 70 mm fc=30mpa and fy 418mpa A .draw a stress diagram B.compute for the ultimate capacity of the beam

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