DESIGN FOR TENSION ONLY (ACI METHOD fe=21mPa fy=276 MPa Strength Design 2015 NSCP SPAN 1: DL= 8 KN 름 * 9 37 I LL=12 kN/mY L = 4.50m 2: DL= 10x/m LLIG W/m masih = 7 TL ⒸDL - 10 b/m LL 15KN/m L=4.70 m T (4): DL = 8 KN/ u=12kx/m. L = 4.60 m IT

Q: Q1: Compute elastic section modulus Sx, plastic section modulus Zx and Shape Factor for the section…

A: moment of inertia about Neutral  Axis N.A      I= 0375×11312+2…

Q: Select an A992 W-shape for beam AB of the floor system shown in Figure. In addition to the weight of…

A: Solution; Given that; Beam spacing=5ft, Span Length=30 ft, L.L=80psf, Partial Load=20psf

Q: + Find the Plastic and Section Modulus of a A W14 x 34 with cover plate on each flange. The plate is…

A: Given: Section W14 x 34:

Q: uation 6: A W18x97 simply supported beam carries a uniformly distributed load. The prope ction…

A: 998 kNm

Q: Situation #2: A properties: Width, b = 400 mm 415 MPa rectangular beam has the following Effective…

A:

Q: Calculate the quantity of steel required for stirrups for the following beam.

A: The stirrups the member of reinforcement which in the shape of closed loop of bar.  These bar hold…

Q: Design an interior span slab of a concrete floor system with the following description: Span = 10 m…

A: The slab is an important element in the structure for carrying floor load and another live load that…

Q: 3- Long column braced against side movement means Non-sway frame : а- Yes b- No 4- What is the…

A:

Q: Situation 3: A W12x22 simply supported beam carries a uniformly distributed load. The properties of…

A:

Q: 6. Determine the forces using the following methods: (a) FDF, FDC, FCF, FCE - MOJ (b) FAE, FBE, FBC…

A:

Q: Refer to the beam loading diagram shown If the beam is made from A992 and is continuously braced,…

A:

Q: Compute the ultimate moment of resistance of a T-beam in (kN-m) of effective flange width 900 mm and…

A:

Q: Need complete solutions. Box the final answers. AWT305 x 41 standard steel shape is used to support…

A: Given data

Q: Select a W-shape for the following conditions:

A:

Q: Determine the following: Consider Agoho: FB = 25 MPa and Fv = 2.95 MPa. a) Vmax (in kN) b) Vr (in…

A: ∑MA=010×9×92 + 12×20×9×23×9 - RB×9=0RB=105 kN ↑∑V=0RA+RB=10×9 + 12×20×9RA+105=10×9 + 12×20×9RA=75 kN…

Q: Situation 6: A W18x97 simply supported beam carries a uniformly distributed load. The properties of…

A: Solution: Given: Section:  W18x97 A 50 steel Cb = 1.14 d = 472 mm bf = 282 mm tf = 22.1 mm tw = 13.6…

Q: P3: A simply supported beam has a span of 6 m. If the cross section of the beam is as shown below,…

A: Solution:  Given: d = 400 mm b= 230 mm fc = 35 MPa fy = 420 MPa L = 6 m Area of steel Ast=3×π4×322 =…

Q: PROBLEM 4: The beam shown the figure below is a W16x31 of A992 steel and has continuous lat- eral…

A:

Q: 2. A W21 x 57 of A992Gr50 steel column having length of 7 m and is fixed-pinned support (Gr50 steel…

A: Given, DL = 900 kN  LL = 400 kN  L = 7 m or 7000 mm  Fy = 345 MPa

Q: For the fixed-ended beam shown in figure below, each end moment equals: A B L/2- L/2- P/8 P/16 P/2 O…

A: Given:- A fixed-ended beam is given with a point load  The magnitude of the point load = P  To…

Q: Q1 // For cantilever beam shown in Fig. below if service live load = 72 kN/m, service dead load = 30…

A:

Q: Select the best hot-rolled W-section for the given column

A: Calculating the  factored loadfactored load=1.2Dead Load+1.6Live Load…

Q: ully welded together. The PL16×380 and PL12X500 for the

A: the flexural strength is given by F =PLbd2where . p = load on beam            L = length         b =…

Q: Design the traverse reinforcement of the beam shown below given the following:

A: b=305 mmd=590 mmf'c=25 Mpafy=275 MpaPDL=110 kNPLL=140 kNWDL= 30 kN/mWLL=34 kN/mTo Determine=…

Q: (For problems 22-24) Three loads are applied to the short rectangular post shown in Figure. The…

A: Given:Px = 60 kNPy = 200 kNPz = 90 kNa = 150 mm, b = 75 mm, c = 60 mmL1 = 50 mm, L2 = 30 mm Using…

Q: For the beam(350x600mm) to carried the loads shown in the figure below,design the…

A:

Q: Determine the section classification of W10x33 if Fy = 350 MPa bf = 202.18 mm tf = 11.05 mm d =…

A: Given that for a section W10x33,  fy = 350 MPa bf = 202.18 mm tf=11.05 mm d=247.14 mm tw=7.37 mm…

Q: O For a fixed beam loaded with UDL (w kN/m), the value of load required to form plast hinges at ends…

A: Given: A fixed beam loaded with UDL w kNm. The value of load required at ends =? MP is plastic…

Q: The I-beam section shown below is simply supported over a span of 6 m, what is the service uniform…

A: First we summarise the given data : Span = 6 m Beam weight = 12 kN/m  d = 700 mm , f;'c = 21 MPa and…

Q: Lecturer. Mohammed Abdul-Jabbar Hassan. Reinforced concrete for third stage of Civil Engineering.…

A: Given:  As=4000mm2 Effective Cover =75mm fc=25Mpa fy=400Mpa d=500mm b=300mm   To Find:  Maximum…

Q: calculate(design) the section of steel beam below. assume any needed information k9/m2 D=400 L-300…

A:

Q: An A36 W14X605 simply supported steel beam with span “L” carries a concentrated service liveload…

A: Given, A36 W14X605 simply supported steel beam with span “L” carries a concentrated service live…

Q: Example t A bridge designer is facing Proposed and the designer Hwa spans chollenge Two sptions are…

A: It is given that EI is constant for both options. We have to find the deflection under force F and…

Q: The 300 kgs truck heading east running a constant velocity of 20ft/s ,after 15 seconds when suddenly…

A: Given data:Mass of truck=300 kgsVelocity=20 ft/s=203.281=6.0957 m/s

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.