Answered: Explain and provide examples for each…

Explain and provide examples for each of the following a) creeping- e.g. - b) falling- e.g.- c) sliding- e.g.- d) flowing- e.g.-

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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Determine shear stress . If magnitude of maxium principal stress 20 MPa
Provided is the question along with some notes taken in the lecture, i am not sure if i am correst so if you could do some workings out for me that would be great , thank you.
The framing plan of a two-storey post tensioned structure is shown below. Due to some issues, the owner suggest to change the corner columns to equivalent circular columns of the same section modulus as the initial square columns designated as shown in the figure. The size of the square columns is 0.50 by 0.50m. Height per level is 3.60 meters. E = 24.84 x 106 kPa and G = 9.92 x 106 kPa. Use column A-1 as building reference point. Assume the lateral force is acting from north to south direction. Considering the framing plan below as a typical floor framing plan: Set your calculator to 5 decimal places. Determine the stiffness for column D-1. A. 35.6 B. 32.5 C. 31.5 D. 37.4 Determine the stiffness for column 2-D. A. 35.6 B. 32.5 C. 31.5 D. 37.4 Determine the stiffness for column D-3. A. 35.6 B. 32.5 C. 31.5 D. 37.4 Determine the stiffness for column D-4. A. 35.6 B. 32.5 C. 31.5 D. 37.4
Situation 1| Consider the figure 1 below. 3- 25mmØ bolts are used to fasten a plate to a steel beam. 1) Determine the average shearing stress caused in each bolt by the 30kN loads 2) Determine the value of additional load P that must be applied so that each bolt will not exceed the maximum shearing stress of 60MPA. 30 kN 150. 300 200 30 kN P.
Example 4.3: Determine the shear resistance of a rolled channel section 229 x 89 Grade S275 steel loaded parallel to the web. Design shear force is 50kN. b Properties (Taken from Eurocode 3 Blue book-Design Data) h = 228.6 mm b = 88.9 mm t₁ = 13.3 mm t₁ = 8.6 mm r = 13.7 mm A = 4160 mm² h tw
Example 4.3: Determine the shear resistance of a rolled channel section 229 x 89 Grade S275 steel loaded parallel to the web. Design shear force is 50kN. b Properties (Taken from Eurocode 3 Blue book-Design Data) IS CODE h = 228.6 mm b = 88.9 mm t₁ = 13.3 mm t₁ = 8.6 mm r = 13.7 mm A = 4160 mm² h tw
The ward floor of a certain hospital has the plan shown. Question: Determine the dead load due to its weight of beam AD if it is made up of concrete with 0.25mx0.45m cross section.
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Question A1. The doubly reinforced rectangular concrete section shown in Figure A-1 is designed for the hogging moment of a continuous beam. The section has a total depth of D mm, width B= 300 mm and is reinforced with 4N28 bars at the top and 2N28 bars at the bottom. Given: f. = 40 MPa, fay = 500 MPa. Find other required data from AS3600-2018. a) Calculate the beam depth, D where D = 500+20n mm. Take n = 3rd digit of your student number. For example: your student number = 18505679, n = 5; D = (500+ 20*5)=600 mm) Note: Use the calculated D from (a) for the further calculation in (b-c). b) Calculate ultimate moment capacity (Mu) of the section. c) Check ductility of the section according to AS3600-2018. 300 4N28 2N28 Figure A-1
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Problem 2 4" For the problem below, 600 lb (1) Plot V&M diagram using graphic method (2) Calculate shear stress 300 Ib/ft Tm and tn at 8' from A (3) Plot shear stress B 200 lb/ft DA 8" 10' 5' distribution at 18' 6' 900 lb 1500 lb from A 1" Note: the uniformly distributed load 200 lb/ft is upwards and 300 Ib/ft is downwards 5600 ft-lb 3500 ft-lb