The maximum opening size can be used in location of interseetion of column strip with middle strip eF(0m.X8.0m) flat slabs is .. (AJO. SmXI.Omm (B)I.OmX1.Om (C)0.SmimcXO-Smm.(D) Non of the above

Q: Using Mohr's cirlce method Determine: a) Average normal stress. Au b) Maximum and minimum stress. c)…

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Q: LIven: Ex : -533 ×10-6 Ex: -533 x/o-6 Ey 67 x 10-b = -626 x 10-6 E : 30 x/0 psi Y: ,30 Find: Stress…

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Q: draw the FBD and the FBD with the resultant. PLEASE DO NOT USE SOMEONE'S ANSWER

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Q: A material of the section is 2.5cm Calculate the least radius of gyration. Calculate the slenderness…

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Q: he papped cantilever beam Andge Draw SFD Bno and Eleshe casre. Consishent defomut EI b constast

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Q: (b) A hollow rectangular section has outside dimensions 30cm x 15cm. The material of the section is…

A: given- outside dimension b=30 cma=15 cmthickness t=2.5 cminside dimensionb1=(30-2.5)=27.5…

Q: Mma A max: lax=

A: Given: Length of cantilever beam, L = 20 ft Uniformly distributed load on full span, w = 1 klf The…

Q: M and de te

A: Taking moment about A,  For Moment diagram, the following table shows moments in various sections…

Q: 1) Reqd: Determine Maximum Shearing Stresses for the 3 segments and 0at C 2) F (2)Solid…

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Q: Ex For the beam shown if the maximum Flexura (Bending) stress in the beam was (32 mpa). Determine: -…

A: in the shear stress theory their is following assumption must required.  material is homogenous ,…

Q: Censistentdefor. Ex5n Analyze the frame shown. method Cassume re dundants are using Cx cund Cy) GL…

A: Method of Consistent Deformations (Flexibility Method): Consider the free body diagram of the given…

Q: HE ALL OWABLE SHEAR STRESS FOR ALL PINS IS 1S KSi. ETERMINE THE REQUIRED DIA METER FOR PIN A. 1.0a…

A: Take moment about A :∑ MA=0FBCsin608ft-2882=0FBC=8sin60FBC=9.2376kips'

Q: Find the Y location of maximum shear stress.

A: To find the location of maximum shear stress for the section shown in the figure.

Q: 5.1.20 The truss shown in the figure con- sists of-4 bays of 'K' structure. Each bay has 2 m long…

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Q: Determine the force of member BD. Include a negative sign if the answer is in compression. Indicate…

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Q: Problem 4 Determine the design tensile strength Pn of the MC18x58 channel shown based on yielding…

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Q: For the fig. shown, compute the force on each member Of the truss. Indicate whether the member is in…

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Q: 3#9 12" 21" 3" tc = 4 ksi Grade 60 steel. NWC. M = 60 ft-k The sectim is cracked Computer the…

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Q: 2- Determine As and A's required. MLL=32t-m, MDL=18t-m f'c=24MPA, fy=400Mpa. 40 cm d' = 6 cm A', A,…

A: Given:- A beam is given with the dimensions The width of the beam = 40 cm  The depth of the beam =…

Q: Hw . the Cross- Sectiomal dimensions of a beam are Shown below. If the makimunm allowable berehing…

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Q: USE DOUBLE INTEGRATION METHOD TO GET THE MAXIMUM DELECTION OF THE BEAM

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Q: Find the di ffrent in between A andB? pressure r.dsl.2 To.1m A+ o.4m dridst ridso.f

A: PA-PB=-1.36rw.explanation is given in below step

Q: 2 Analyze the fallaweing beam by nsiny ultimmate Strenyth methad, found matimam tolua ofload…

A: D (overall depth) = 600mm d' (effective depth) = 60mm (assuming) d(effective depth) = D-d' = 600-60…

Q: C): -The rigid bar BDE is welded at point B to the rolled-steel beam AC. For the loading shown,…

A: Given data:-     The modulus of Elasticity, E= 200GPa.

Q: the floor and at A 40 m bar weighing loo N is rerting ot points a srnooth on and against a smooth a…

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Q: use Trapezcidal rule to approxunate 24 1-e dx 1-2 x+2x -1

A: Given to approximate: I=(1-e2)∫1.22.11x2+2x-1 We have here, f(x)=1x2+2x-1, such that…

Q: Solve this  question by using analytical method.

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Q: 1) Find the allwable safe loadpf fhe stresses in the ban are fhe followung BC - 50 ksi O.4 in2 ABE…

A: Given:- A composite bar of different cross-section is given  The cross-sectional area of AB bar =…

Q: PN 50° 50 75 50 50 75 50 75 50 50 125

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Q: 2. Assume that a 20mmØ rivet joins the plates that are each 110mm wide. The allowable stresses are…

A: Shear forces acting in parallel with the solid body cause the conversion. As the liquid evaporates,…

Q: (47 H.WOA vod Consists of three bars of unequal dlameters as shown in fig., find the Stress in each…

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Q: + 13ksi 7ksi 10ksi 10ksi 7ksi 13ksi

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Q: Q2 All members of the truss in Figure Q2 are to be fabricated from the same stock of thin-walled,…

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Q: The beam is loaded as shown. Determine the dimension of the square beam if the maximum flexural…

A: Maximum moment : Maximum moment occur at fix end MMax=-16×7-4×6×(3)=-184 KN-m   Bending stress…

Q: 10kN Cut A: 10KN 10kN 2) Find the shear force and bending moment at the sections where marked. 15 KN…

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Q: 4 and max deflection. 8 3KM/ 10.292 3M 112K14/ za $223 23 Mcador 12.21141

A: Given data : Determinate beam with reactions are given Find : Slope at A ,  deflection at C and…

Q: Draw the FDBs of member ADB and BEC.

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Design criteria for structural loading

The different loads such as loads due to self-weight (dead load) and external loads such as live load, wind loads, seismic load, snow load, and other loads and load combinations that influence the design of a building are called structural loading. The nature of the applied load differs from changes in the location, design, and type of materials used. The design criteria require that structures must be designed and constructed to be able to withstand all load types that are expected to act upon the structure and render its usage for the designated purpose. The structural members such as beams, slabs, columns, and foundations help the structure to withstand the applied load. There are different institutes such as ASCE and ACI that provide building design codes to assure minimum safety requirements and quality of the structures.