rue or false, the load on a column for my particular floor depends on the tributary area of the column on the floor?
Q: Calculate the stresses that will occur in the pipe for the domestic waste water pipe buried at least…
A: Introduction : Internal and external forces and moments cause primary stress. Primary stress is not…
Q: r a 1000 psf load. What steps need to be taken to make sure that the load limits on the formw
A: Concrete formworks are subjected to various loads and pressure. Concrete formwork loads and…
Q: For pretensioned axially tensioned member, how to calculate the effective prestress established in…
A: 1. The stress remaining in the concrete due to prestressing after the loss of prestress.2. Loss of…
Q: a. Calculate the average weight of the floor, including the weight of slab, beams and non-structural…
A: Given: Density of concrete = 150 pcf Beam size = 7' wide x 20'' deep Slab thickness = 14'' thick To…
Q: need a quick solution within 15 minutes With my best wishesTon
A: The 2 step below the top can be used a working step.
Q: f'=4,000 psi DL=only SW LL=150 Ib/ft f,=60 ksi y=150 pcf W=? B=24" 7.5"
A: The given data is: fc'=40000 fy=60 ksi yc=150 pcf DL=500 lb/ft LL=750 lb/ft L=25 ft
Q: 4#8 12" 18" I3" fé= 3000 psi, Grade 60 steel NWC, Tied Stirrups &Mn = ?
A:
Q: using simplified formula, the fire resistance of the HSS column for these cases: (a) Plan concrete…
A: Hollow Steel Sections are used widely because of their high compressive strength. Sometimes these…
Q: which has the most highest pressure drop? a. brick b. coated ductile iron c. riverted steel d.…
A: Option(a) is correct explanation is given in next step
Q: Example: A reinforced concrete slab is to be composed of several panals as shown below. Beams of…
A:
Q: Define briefly the following structural systems used in high-rise buildings; a. Rigid- Frame…
A: RIGID FRAME;A rigid frame is a structural structure composed of straight or curved members that are…
Q: What does the existence of bracing tell us?
A: Bracing represents extra stability with respect to rotation and deflection. Bracing gives extra…
Q: he load information for a floor type roof is given as follows. The design action (ULS) on the roof…
A: Following are the load combinations:1.5 DL + 1.5 LL1.12 DL + 1.12 LL + 1.12 WL0.9 DL + 1.5 WLHere,…
Q: Explain effective length factor for the different conditions of column.
A:
Q: NWC. fe= 3000 psi, Grade 60 steel Mer=? (b) If M=50 (0) & Mn = ? ft-kips fc & fs =
A: We know that cracking Moment is given by Mcr = fr*Igyt fr = modulus of rupture fr = 7.5f'c fr =…
Q: write in detail about different methods of pre stressing.Also write about the erection methods for…
A: There are two different methods of prestressing which are Pre-tensioning: This is the foremost…
Q: dimensional lumber. What is the angle of the roof? What is the height of the roof? If there is 8"…
A: Data given are: Pitch of the roof = 4/12=1/3 Span = 24 ft Overhang=8" We need to find out 1. Angle…
Q: the load is 150kN at the center of the beam and the dimension of the beam is 6''x6''x24''. compute…
A:
Q: A conventional floor system has panel dimensions measured from center-to-center of the beam support…
A: Given; ·
Q: A floor system consists of 161 mm concrete slab supported by continuous T-beams with 7 m span. The…
A: Given data Thickness of flange, Df=164 mm Span, lo=7 m=7000 mm breadth of web, bw=306 mm depth of…
Q: the question is about a flat bar, not a T Beam
A: Given: Plate: PL 12.7mm X 165mm The cross-sectional area, Ag = 2095.5mm2 CSA-G40-260W steel grade:…
Q: What is the collapse load of beam as shown in figure? A B 10Mp L 12M₂ L 3M, 1/2 W C D M₂ 1/2 16Mp L…
A:
Q: Given a partial structural frame, compute the concrete materials needed. (note: floor slab…
A:
Q: The gross area Ag of the column is given as 165700 mm. Assume 1.5 % of steel reinforcement, use 20…
A:
Q: TABLE 82 Allowable Spans in Feet and Inches for Ceiling Joists (Drywall Cellingr Modulus of…
A: This timber is one of the greatest building materials on the market today since it is strong and…
Q: Note: please use Set B data thank you W 2° M₂ A B 4m 2m The cantilever beam above is made up of…
A: Concept:- Here concept of area moment is state by two theorem Theorem 1:-- area between M/EI…
Q: Why do we multiply the reduction factor a in the formula of axial loads in columns? To compensate…
A: In calculating the axial loads in columns we use some reduction factor called it is Alpha
Q: i-Define the critical/buckling load? ii-Briefly explain the failure of long columns and short…
A: i-Critical load or Buckling load: It is the load which is maximum that can bear while staying in…
Q: Problem 3 - 103 Freshly poured concrete approximates a fluid with sp. gr. of 2.40. The figure shown…
A: Solution-Considering the following free body diagram of a panel. To Determine,The force in the…
Q: The following is a floor plan for a 1200 sq ft reading room in a library (you can find the loading…
A: d) Self-weight of the slab is calculated as, From loading of ASCE building the live load of library…
Q: 1 1/2" For the "2x10" wood floor joist shown (see image for actual dimensions), what is the maximum…
A: Given that: A wood floor joist as shown with maximum allowable shear stress, τallow=175 psi
Q: The floor shown below has a constant thickness (h) of 190 mm, and is supported by beams at each grid…
A: Given: Details of floor having constant thickness of 190 mm and supported by beams at each grid…
Q: A single dueling house has interior columns that are spaced 4.2 m apart in two perpendicular…
A: S = 4.2 mLL = 1.2 kN/m2
Q: Which of the following column formulas is applicable to cast iron columns? a) Euler’s formula b)…
A:
Q: What is the Hazen-William Coefficient of Ductile Iron Pipe?
A:
Q: The total load on the lintel shown in the figure below will be taken as the weight of brickwork…
A: given- A lintel is given. A load is acting between the slab and the lintel. An equilateral triangle…
Q: is axially loaded. There are 8 longitudinal bars in it, each is 14 mm in diameter. Column is made of…
A: Solution Given Data Reinforced Column size= (30x50) cm Diameter of bars= 14 mm Number of…
Q: Dead load on beams Consider the plan shown in the figure below. Assume a total dead load of 50…
A:
Q: PROBLEM 3: Determine the tension in each of the three ropes supporting the crate. 2 ft C 4 ft 4 ft B…
A:
Q: Design an interior span slab of a concrete floor system with the following description: Span = 20…
A: One way Slab: When the ratio of slab length to slab breadth is greater than 2. Then the slab is…
Q: Given above is a monolithic framing plan consisting of 100 mm thick slabs, 250 mm x 500 mm girders…
A: Given: The thickness of the slab is 100 mm. The dimension of the girder is 250 mm x 500 mm. The…
Q: an axially loaded column is of 300mm x 300mm size. the effective length of the column is 3m, what is…
A:
Q: Question 3 A rectangular Timber column, 200 mm by 90 mm, is reinforced by the addition of two…
A:
Q: Please show all of your work, thank you for your help!
A:
Q: NWC 4 #8 Grade 60 steel fó= 3000 psi #4 Stirups. Cover = 1.5" Mn=?
A: Given data: Nominal weight concrete, fc'=3000 psi 4#8 grade 60 Steel, fy=60,000 psi #4 stirrups and…
True.
Step by step
Solved in 2 steps
- What are the types of loads on structures? (StructuralTheory in the Philippines)HYDRAULICS please give the conmplete solution and answer for no.3,4,&5..thank youA timber column, 8 in. × 8 in. in cross section, is reinforced on each side by a steel plate 8 in. wide and t in. thick. Determine the thickness t so that the column will support an axial load of 300 kips without exceeding a maximum timber stress of 1200 psi or a maximum steel stress of 20 ksi. The moduli of elasticity are 1.5 × 106 psi for timber, and 29 × 106 psi for steel.
- SITUATION A: The floor system shown has the following applied loads. Super Imposed Dead Load = 2.00 kPa Live Load = 1.90 kPa Slab Thickness = 100.00 mm Weight of Concrete = 24 kN/m3 Self-Weight of the beam = 1.92 kN/m Material Specifications: f’c = 21.00 MPa fy = 345.00 MPa Steel Cover = 50.00 mm What is the maximum positive moment of beam BE, acting on the midspan? in kN-m What is the maximum steel ratio of the section located at the supports? What is the actual steel ratio of the beam section at the supports? What is the ultimate moment capacity of the beam at the supports? in kN-m What is the effective flange width at the midspan? in mm What is the height of the compression block of the section at midspan? in mm What is the ultimate moment capacity of the beam at the midspan? in kN-m What would be the height of the CHB that can be placed on beam BE? Assuming the weight of the blocks is 2.30 kN/m per meter height? in metersHello, please solve the question about reinforced concrete from the sixth and seventh chapters of the third civil stageThe following is a floor plan for a 1200 sq ft reading room in a library (you can find the loading from the ASCE building load handout). The concrete columns are 25 ft in length and have an elastic modulus (E) of 3370 ksi. The concrete slab (γ = 150 pcf) is 7 inches thick. The beams which are directly supported by the columns are steel W18x86 sections. NOTE: Clearly the floor plan below is not drawn to scale. (a) Does this system represent one way or two way slab loading? (b) Calculate and draw the loading on beams A-C and B-C (include the self-weight of the beam)[answer in lbs/ft or kips/ft] (c) Draw the shear and bending moment diagram of beams A-C and B-C (assuming simply supported end conditions). Label moment and shear at the ends and midspan of the beam. (d) Calculate the loading demand on column C (neglect the self-weight of the columns) [answer in lbs or kips] NOTE: You can ignorethe reduced live load factor given in equation 1-1 ofthe textbook even though this column…
- Q.7 Calculate force in given frame building with following data: (i) Column size = 375 x 375 mm (ii) Beams size = 300 x 375 mm (iii) Brick wall thickness 150 mm (iv) Floor thickness = 120 mm = (v) Live load on the floor = 4.0 kN/m² (vi) Storey height = 4.0 m each (vii) No. of storeys = 5 y 5@5.0m Plan 2@5.0m [R.T.U. 2017] XQ2// A floor system consists ofconcrete slab supported by continuous beam h = 140mm , bw = 300mm,d = 550mm, f 28MPA, fy = with: %3D 420MPа. Determine the steel reinforcement required at mid span of interior beam to resist service dead load moment Ma = 320KN.m and service live load moment M = 250 kN.m %3! %3D 8m + 3m 4 3m 3m 1-1Subject: Reinforced Concrete Design What are the different types of beam deflection on reinforced concrete?
- A square timber column, 10 in. by 10 in. in cross section, is reinforced on all four sides by copper plates, each plate being 10 in wide and “t” in thick. Determine the smallest value of “t” for which the column can support an axial load of 560 kips if the working stresses are 1250 psi for timber and 17 ksi for copper. The moduli of elasticity are 1.5 × 10^6 psi for timber and 17 × 10^6 psi for copper.An office decided to centralize its paper files. All the file cabinets in one department will sit in a row. The file cabinets sit over a floor joist. The cabinets are positioned perpendicular to the joist with the centers based on depth directly over the joist. Each file cabinet is 18 in. wide by 30 in. deep and weighs 300lb. Determine: (a) the total load on the one joist (neglect the weight of the floor itself) (b) the load transferred to the beam located at each end of the joist (assume the cabinets are centered on the joist length) (c) the maximum bending moment in the joist (d) the maximum flexural stress in the joistDerive the equation for long columns subjected to eccentric loading.