3 m 3 m 3,7m Given reinforced concrete Hospital Building (framed structure) is going to be constructed at the location of MSKU (Coordinates:37.1622; 28.3738). Determine the seismic loads of each storey level by using Equivalent Earthquake Load Method. Storey DL (kN) LL (kN) 1st 2400 540 2nd 1900 540 3rd 540 1600
Q: PLEASE SHOW WORK NEATLY. I NEED THIS TO STUDY. THANK YOU. SUBJECT IS "STEEL"
A: Step 1: Find standard data regarding steel and bolt section from codes. Step 2: Analyse complete…
Q: Determine the displacement at C and the slope at A using the method of double integration. EI is…
A: Step 1:Step 2:
Q: Why do we need to calibrate highway safety performance functions?
A: Over time, any measuring device's accuracy will begin to decline. Usually, this decreased accuracy…
Q: Step bt step solutionProblem 2: A horizontal curve on a single-lane freeway ramp is 400 ft long, and…
A:
Q: Determine the surface dimensions and number of filters required to treat 23,000 m³/d if the rate of…
A: Step 1:Given: Flow rate to be treated = 23,000 m³/dMaximum filtration rate = 8 gpm/sfConvert the…
Q: Outside air at a temperature of 25° C is drawn into the duct and then heated along the duct at 228…
A:
Q: A 1-2 line was divided into sections on sloping terrain using a 30-meter tape, and the subsequent…
A:
Q: Problem 2 If the ultimate Biochemical oxygen demand (BOD) for a wastewater sample is 200 mg/L and…
A: Approach to solving the question:Answer To fill in the table and plot the curve for the variation of…
Q: dbb
A:
Q: *10-40. Locate the centroid y of the composite area, then determine the moment of inertia of this…
A:
Q: ind the depth of trapezoidal channel of bed width 4m,bed slope of channel is 0.00059,and side slope…
A: The problem is asking us to find the depth of a trapezoidal channel given the bed width, bed slope,…
Q: Determine the forces in each member and state if the members are in tension or compresion.
A: To solve for the forces in each member of the truss and determine if they are in tension or…
Q: solve it please
A: Step 1: Step 2:There is Lil change in numbers like there is 26 instead of 20 and so on Hope you got…
Q: What is the flow rate in gtt/min that is equivalent to 376 mL/h if the drop factor is 11 gtg/mL?…
A: When administering intravenous (IV) fluids or medications, the flow rate is often expressed in…
Q: Plz don't use chat gpt
A: The objective of the question is to calculate the support reactions of a beam under different…
Q: Please solve correctly
A: Step 1:Explanation: For the given time step of 2 hours, the inflow into the reservoir is 180 cfs.The…
Q: Referring to the figure shown below, water contained in a piston-cylinder assembly, initially at 1.5…
A:
Q: A constant head hydraulic conductivity test is performed on a sample from anaquifer. Determine the…
A:
Q: on the graph. (Disregard the scale.) Draw BODs, carbonaceous BOD, nitrogenous BOD and total BOD…
A: Approach to solving the question: Detailed explanation:Based on the information provided in the…
Q: ECON How long (years) will it take money to quadruple if it earns 7% compounded
A: Approach to solving the question: Detailed explanation: Examples: Key references: General Finance
Q: Your GIS team has provided the following flow direction and flow accumulation rasters to your…
A: Step 1: Step 2:
Q: Compute vmax and mmax for beam 1 and girder 1 in the roof framing plan total load = 87psf B1 = W16…
A: Step 1:Step 2:Step 3:
Q: A simply supported pre-tensioned T-beam, as shown in Figure (2) has: f'ci 25MPa; f'-40 MPa; span…
A: To determine the allowable service live load for the given simply supported pre-tensioned T-beam, we…
Q: Question No.1 a) Explain with the use of graphs, the 3 major parameters and their importance that…
A: The objective of the question is to understand the parameters obtained from a laboratory…
Q: A cast iron beam is of I section as shown in figure. The beam is simply supports on a span of 5…
A:
Q: Flexible pavement in rural interstate highway. Design ESAL 3000000 Subbase exposed to moisture…
A:
Q: The removal of phenol in an industrial waste stream by microorganisms can be characterized as a…
A: Step 1: To determine the most efficient reactor configuration for the removal of phenol in the…
Q: An I section shown in the figure is simply supported over a span of 12 m. If the maximum permissible…
A: Step 1: Given data and solve for maximum moment for given loading conditions.Suppose the…
Q: I do not understand these, please explain each one and the differences:Conjugate-beam method, double…
A: Properties of Conjugate BeamThe length of a conjugate beam is always equal to the length of the…
Q: Question 9 7 pts Disregard the friction and the normal force. If the value of Q = 311 N, what is the…
A:
Q: Q2-for the Structure shown, Draw the bending moment and 10m shearing force Diagrams: 5 kN/m +2m+
A: Step 1: Step 2: Step 3: Step 4:
Q: ENVIRONMENTAL ENGINEERING (Practice Questions) a). State the Ultimate Carbonaceous Oxygen Demand…
A: ii)
Q: ENVIRONMENTAL ENGINEERING (Practice Questions) a). List the three categories of use that account…
A: a.The three main categories of wells are:1. Agricultural WellsThese wells are primarily used for…
Q: A weir has been constructed across a concrete-lined channel with a rectangular cross-section (base…
A: Step 1:Step 2:Step 3: Step 4:
Q: 1a/Assume the support at A and B or D are pins
A: The objective of the question is to understand the forces acting on a structure and how they are…
Q: How much time
A: Detailed explanation: Time is often conceptualized as the progression of events from the past,…
Q: SECTION C 1. Name any three saws that are used for cutting timber manually. [3] 2. Explain the…
A: Step 1: Step 2: Step 3: Step 4:
Q: What are the type of the following bits?
A: Similarly, NXL impregnated diamond 3-inch core drill bits are designed with a similar principle but…
Q: How do evaluation methods of historic building materials and assemblies contribute to the broader…
A: The objective of the question is to understand the importance of evaluation methods of historic…
Q: 62 with a standard deviation of 5. Puppies born prematurely more than 10 days
A: To find the probability of puppies born prematurely more than 10 days, we need to use the standard…
Q: Question 1: Select an S shape for the tension member shown in Figure (1). The member shown will be…
A: Since the total design load (300 kips) is less than the nominal capacity (466.18 kips), the selected…
Q: Please solve both for my homework.
A: Step 1: Step 2:Determining Work Input for Adiabatic PumpWe'll solve for the work input (W) required…
Q: please solve the problem in the picture, final answer is 233KN/m
A: Step 1: Determine maximum moment, M ( For simply supported Maximum moment is located at midspan so…
Q: Q1] If you know that the value of F=15 kN, N=50kN, what would be the resultant and the angle of…
A: STEP - 1:Given that,F=15kNN=50kNWe know that;STEP -2 :Resultant of friction of x and y component…
Q: The coefficients of friction between the block and the rail are Mg = 0.25 and Mk = 0.20. Given: P2 =…
A:
Q: Ammonia enters the expansion valve of a refrigeration system at a pressure of 10 bar and a…
A:
Q: Determine the forces in members EK, CK and JH of the following truss. Indicate if the members are in…
A:
Q: Assume in each problem that the base metal is A36 steel and that the electrodes are E70XX. 10.9…
A: it appears to be a cantilever beam problem with a concentrated load (P) acting at a distance (a)…
Q: #Q3. W/C 0.45 0.5 0.55 fc (MPa) 21 24 23 Then, 1. Fit a polynomial and find fc @ W/C=0.52 2. Find…
A:
Q: The two-storey office building has a special reinforced concrete moment frame system.Design…
A: So, the design base shear is approximately 602.17 kN, the design lateral force for the 1st floor is…
Can you answer please?
Calculated please.
Step by step
Solved in 2 steps with 1 images
- Determine the UBC-97 design seismic forces for a nine story ductile moment resisting steel. frame office building located in the National Capital Region on very dense soil and soft rock. The building is located 5km from a fault capable of large magnitude earthquakes and that has a moderate slip rate (M>7, SR>2mm/yr). The story heights are all 3.96 m. The plan area is 30.48 m by 51.82 m. The total dead load is 4.788 kN/m2 at all levels. The moment frames consist of two four bay frames in the transverse direction and two seven bay frames in the longitudinal direction.For each of the building properties listed below, identify which parameter from the base shear equations shall apply. Weight of building Seismic Base Shear In accordance ASCE-7 code, buildings must be designed to withstand lateral forces that are generated during a severe earthquake. The minimum required design force is given in several equations. Design Base Shear, V= C, W Seismic response coefficient, C,, is the smaller value from two equations: C₂ C₂ R In these equations: Spil Sp₂! Sor & Sare Seismic Acceleration Parameters from USGS maps is Importance Factor Tis Period of Vibration, (depends on building height & must be calculated) Ris Response Modification Factor from ASCE Table Wis the Effective Seismic Weight of the building. SD1 and SDs, seismic acceleration parameters R, response modification factor I, importance factor T, period None of thesePlease summarize the structural seismic design procedure of pushover method.
- A 4-storey with Roof deck AFP armory is to be constructed in Sulu. The facility is essential for the housing of the Philippine Army's newly purchased weapons, ammunitions and explosives. The location of the facility is 7.5 km from the known source which is capable of producing a magnitude 6.7 earthquake. The structure is a Steel MRF with an overall height of 14m from the NGL. The weight per level of the slabs and stairs is equal to 1740 kN. For the walls at the typical levels, the weight is computed as 2362.5 kN and for the parapet at the roof deck level, the weight is computed as 388.8 kN. An equipment 2.0 meters high with a hexagonal cross - sectional area whose sides equal to 1 meter is installed at the second level and has a weight of 100 kPa. Using R = 8.5, which of the following most nearly gives the minimum design base shear in kN? Use Soil Type A. 761 kN 771 kN 767 kN 776 kN12.8 Given five-story building, that weighs a 100kips and has concrete shear walls and special moment-resisting frames: a) Determine Response Modification Factor, R, from ASCE 7, Table 12.2-1 for Dual System of Special Moment Frame and Special reinforced concrete shear wall (Type D-3) b) Calculate Seismic Base Shear (V) using the following ASCE 7 equations and building information: V = C, W where Cs is the lesser of Accelerations (USGS maps): SDs = 1.1 SD1 = 0.6 Cs = SDS (R/₂) and Cs = SD1. 1 T. R Building Period: T= 0.5 sec Importance Factor: le = 1.0 (commercial building) c) The architect has decided to eliminate the moment frames because the deep beams along the building perimeter reduce window openings. Determine the percent increase in base shear if the moment frames were eliminated and lateral resistance was provided with only a special reinforced concrete shear wall system (Type B-4 in ASCE Table 12.2-1)A 4-storey with Roof deck AFP armory is to be constructed in Sulu. The facility is essential for the housing of the Philippine Army's newly purchased weapons, ammunitions and explosives. The location of the facility is 7.5 km from the known source which is capable of producing a magnitude 6.7 earthquake. The structure is a Steel MRF with an overall height of 14m from the NGL. The weight per level of the slabs and stairs is equal to 1740 kN. For the walls at the typical levels, the weight is computed as 2362.5 kN and for the parapet at the roof deck level, the weight is computed as 388.8 kN. An equipment 2.0 meters high with a hexagonal cross - sectional area whose sides equal to 1 meter is installed at the second level and has a weight of 100 kPa. Using R = 8.5, which of the following most nearly gives the total lateral force at the deck level in kN? Use Soil Type A. A. 357kN B. 314kN C. 354 kN D. 349 kN
- Profile and Information of the Structure 4 – Storey Residential Manila City, NCR Reinforced Concrete Building Structural System: Special-Moment Resisting Frame System (SMRF) Storey Height, h = GF@4.5m + 3@3m = 13.5 m Building Dimension: 5 m x 12 m Weight per Floor = 7.2 kPa Building Seismic Information Seismic Source Type: B Distance to nearest fault line: 5 km Soil Profile Type: SD TB = 1 sec Find: Lateral Seismic force, Fx at Second Floor. with complete solution.I. Single choice questions 1 . Among the following factors, which determines the level of the seismic action ( )○1 mass of building;○2 seismic site intensity;○3 dynamic property of building;○4 building grade(A)○1○4 ; (B)○2○3○4 ; (C)○3○4 ; (D)○1○2○32. It is assumed that the fundamental period of reinforced concrete frame structure is located between Tg~5Tg of acceleration design response spectrum. How the fundamental period of structure T1 and bottom horizontal seismic action Fek would change, if the contribution of infilled wall to structural stiffness is considered during structural analysis?(A)T1↓, Fek↑ (B)T1↑, Fek↑ (C)T1↑, Fek↓ (D)T1↓, Fek↓3. The purpose of restricting depth to width ratio of multi-storey masonry building is to ( )(A) avoid shear damage to building(B) avoid global bending damage to building(C) avoid differential settlement of building(D) reduce global stiffness of building4. Which of the following is not a common seismic failure to frame beams: ( )(A) Oblique…A 4-storey with Roof deck AFP armory is to be constructed in Sulu. The facility is essential for the housing of the Philippine Army's newly purchased weapons, ammunitions and explosives. The location of the facility is 7.5 km from the known source which is capable of producing a magnitude 6.7 earthquake. The structure is a Steel MRF with an overall height of 14m from the NGL. The weight per level of the slabs and stairs is equal to 1740 kN. For the walls at the typical levels, the weight is computed as 2362.5 kN and for the parapet at the roof deck level, the weight is computed as 388.8 kN. An equipment 2.0 meters high with a hexagonal cross - sectional area whose sides equal to 1 meter is installed at the second level and has a weight of 100 kPa. Using R = 8.5. Use Soil Type A. A. which of the following most nearly gives the weight at the 2nd level? 4373 kN 4368 kN 4363 kN 4378 kN B. which of the following most nearly gives the lateral force at the 3rd level in kN? 313 kN 308 kN…
- A 4-storey with Roof deck AFP armory is to be constructed in Sulu. The facility is essential for the housing of the Philippine Army's newly purchased weapons, ammunitions and explosives. The location of the facility is 7.5 km from the known source which is capable of producing a magnitude 6.7 earthquake. The structure is a Steel MRF with an overall height of 14m from the NGL. The weight per level of the slabs and stairs is equal to 1740 kN. For the walls at the typical levels, the weight is computed as 2362.5 kN and for the parapet at the roof deck level, the weight is computed as 388.8 kN. An equipment 2.0 meters high with a hexagonal cross - sectional area whose sides equal to 1 meter is installed at the second level and has a weight of 100 kPa. Using R = 8.5, which of the following most nearly gives the lateral force at the 4th level in kN? Use Soil Type A.12.2 ASCE Minimum Design Loads for Buildings and Other Structures (ASCE 7-10) provide provisions for determining design seismic force for buildings and other structures. Select the correct statement(s) from the following: Design base shear is calculated using ASCE equations that account for site acceleration, building fundamental period, and type of lateral force-resisting system. Ground acceleration parameters (SDS and SD1) vary for different regions, and they shall be taken from US Geological Survey (USGS) maps. An Importance factor (1) is used to increase the seismic design forces for schools, hospitals, high-occupancy buildings and other critical facilities.For each of the building properties listed below, identify which parameter from the base shear equations shall apply. Story height (or distance from floor to floor) Seismic Base Shear In accordance ASCE-7 code, buildings must be designed to withstand lateral forces that are generated during a severe earthquake. The minimum required design force is given in several equations. Design Base Shear, V= C₂W Seismic response coefficient, C,, is the smaller value from two equations: In these equations: C₂ = Sor & Sare Seismic Acceleration Parameters from USGS maps Iis Importance Factor Spil TR Sp₂! Tis Period of Vibration, (depends on building height & must be calculated) Ris Response Modification Factor from ASCE Table Wis the Effective Seismic Weight of the building. SD1 and SDs, seismic acceleration parameters R, response modification factor I, importance factor T, period None of these