Database System Concepts
7th Edition
ISBN: 9780078022159
Author: Abraham Silberschatz Professor, Henry F. Korth, S. Sudarshan
Publisher: McGraw-Hill Education
expand_more
expand_more
format_list_bulleted
Related questions
Question
Transcribed Image Text:f(4) Faceboo X
Take Test: M X QA reinforce XC A reinforce XC Chegg Sear: X CA reinforcer XC A reinforcer X Ca. 105.35 b. X
A reinforcer X
C Mechanics
X x | +
https://mapua.blackboard.com/webapps/assessment/take/take.jsp?course_assessment_id=_337097_1&course_id=_111869_1&content_id=_3210923_1&question_num_11.x=0... A Q
to
← C
Content
Your answers are saved automatically.
Remaining Time: 25 minutes. 25 seconds.
* Question Completion Status:
A Moving to the next question prevents changes to this answer.
Question 12
in
required
A reinforced circular concrete column with the given diameter is designed to carry an axial compressive load of P_____in KN. Determine the required number
KN. Determine the
necessary to carry the load with the given allowable stresses and modulus of elasticity in the table below:
P=
Diameter of the column
S conc
5 st
Econc
Est=
555KN
300mm
5.5Mp
120Mpa
14G
2000pa
Oa, 11 pieces of 16mm diameter bar
Oh. 10 pieces of 16mm diameter bar
O c. 13 pieces of 16mm diameter bar
O d. 12 pieces of 16mm diameter bar
Moving to the next question prevents changes to this answer.
13 points
Question 12 of 14 >
-
€
Seve Arower
number of 16mm diameter bars for its reinforcing steel
Question 12 of 14 >
C
CI
03
Expert Solution
This question has been solved!
Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.
Step by stepSolved in 3 steps
Knowledge Booster
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, computer-science and related others by exploring similar questions and additional content below.Similar questions
- The following is used to model a wave that impacts a concrete wall created by the US Navy speed boat.1. Derive the complete piecewise function of F(t) and F()The concrete wall is 2.8 m long with a cross-section area of 0.05 m2. The force at time equal zero is 200 N. It is also known that the mass is modeled as lumped at the end of 1200 kg and Young’s modulus of 3.6 GPa2. Use *Matlab to simulate and plot the total response of the system at zero initial conditions and t0 = 0.5 sarrow_forwardA fixed beam is subjected to a uniformly-distributed load with an intensity of f = 10 N/mm length of L = 200 mm. Now determine the support reaction forces, internal shear forces and moments, then plot its internal shear force and moment diagram. f[N/m] L 1. Define the paramters, use L and f as the variables y Xarrow_forwardProblem Description:Model the bracket in ANSYS Software by using a solid 8 node plane stress element for following description. Geometry: The thickness of the bracket is 3.125 mmMaterial: Assume the structure is made of steel with modulus of elasticity E=200 GPa.Boundary conditions: The bracket is fixed at its left edge.Loading: The bracket is loaded uniformly along its top surface. The load is 2625 N/meter.(i) Plot deformed shape(ii) Determine the principal stress and the von Mises stress. (Use the stress plots to determine these) You are required to solve the above problem in Ansys APDL and submit the results IMPORTANT: Convert all dimensions and forces into SI unitsarrow_forward
- COMMUNICATION AND COMPUTER NETWORKSarrow_forwardplease have it so I can copy and paste and please don't use the answer on another website. thank youarrow_forwardSITUATION 1 (Fluid Flow in a Closed Conduit) Consider a fluid, with density (p) of 998.21 kg/m³ and dynamic viscosity (u) of 1.002 x 103 N-s/m², flowing in a 2000-meter long, 50-mm diameter smooth round pipe with velocity of 2.5 m/s. The energy loss on the pipe flow (he) due to friction between the pipe and the fluid is determined using Darcy-Weisbach equation, given as h₁ = f (²) (1/1) where f is the friction factor, L is the length of the pipe, D is the diameter of the pipe, V is the velocity of the flow, and g is the gravitational acceleration. The friction factor may be determined using an empirical equation developed by Nikuradse for flow in smooth pipes, given as 1 =0.869 In (Re√7)-0.8 where Re is the Reynolds number of the flow, determined as VDp R₂ = μl The friction factor equation given is only valid for flows with Reynolds number higher than 4000 (turbulent flow). Guide Questions: Determine the Reynolds number of the flow. Is the Nikuradse equation for friction factor…arrow_forward
arrow_back_ios
arrow_forward_ios
Recommended textbooks for you
- Database System ConceptsComputer ScienceISBN:9780078022159Author:Abraham Silberschatz Professor, Henry F. Korth, S. SudarshanPublisher:McGraw-Hill Education
Starting Out with Python (4th Edition)Computer ScienceISBN:9780134444321Author:Tony GaddisPublisher:PEARSON
Digital Fundamentals (11th Edition)Computer ScienceISBN:9780132737968Author:Thomas L. FloydPublisher:PEARSON 
C How to Program (8th Edition)Computer ScienceISBN:9780133976892Author:Paul J. Deitel, Harvey DeitelPublisher:PEARSON
Database Systems: Design, Implementation, & Manag...Computer ScienceISBN:9781337627900Author:Carlos Coronel, Steven MorrisPublisher:Cengage Learning
Programmable Logic ControllersComputer ScienceISBN:9780073373843Author:Frank D. PetruzellaPublisher:McGraw-Hill Education
Database System Concepts
Computer Science
ISBN:9780078022159
Author:Abraham Silberschatz Professor, Henry F. Korth, S. Sudarshan
Publisher:McGraw-Hill Education
Starting Out with Python (4th Edition)
Computer Science
ISBN:9780134444321
Author:Tony Gaddis
Publisher:PEARSON
Digital Fundamentals (11th Edition)
Computer Science
ISBN:9780132737968
Author:Thomas L. Floyd
Publisher:PEARSON
C How to Program (8th Edition)
Computer Science
ISBN:9780133976892
Author:Paul J. Deitel, Harvey Deitel
Publisher:PEARSON
Database Systems: Design, Implementation, & Manag...
Computer Science
ISBN:9781337627900
Author:Carlos Coronel, Steven Morris
Publisher:Cengage Learning
Programmable Logic Controllers
Computer Science
ISBN:9780073373843
Author:Frank D. Petruzella
Publisher:McGraw-Hill Education