14"4.00"141.5"A,3 Bar@12"Au8 N6 Bars1. Årea of Steel, As, for the column =%3D2. What % steel is this?

The area of the steel reinforcement is equal to the sum of the area of the longitudinal…

Answered: 14" 4.00" 14 1.5" A3 Bare12 Au 8 6 Bars…

Engineering

Civil Engineering

14" 4.00" 14 1.5" A3 Bare12 Au 8 6 Bars 1. Área of Steel, As, for the column = 2. What % steel is this?

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: 3k 30lbs 40° 40°

Q: Determine the dimensions of ar he following loads: OL=85 kN-m L=61.875 kN-m The span of the beam is…

Q: From the figure shown, determine the following: a. The plastic moment of the whole beam. b. The…

A: The given structure is a continuous beam with hinged supports. It is asked to find the plastic…

Q: 3K1 = K2 = 1.5K3 = 2K4. %3D %3D K1 = 3.5 x 10^-2 (cm/sec) Note: All dimensions are in cm. 10 B. K2…

Q: Determine the compressive force (in Ib) in the bars shown after a temperature rise of 154°F if d =…

Q: In this worksheet, you will calculate the internal 150 N forces for web members AF and AB in the…

Q: Compute the value of EI y at the right end of the overhanging beam shown below 1000 lb 400 lb/ft 6…

Q: 6. A horizontal rigid bar Ab weighing 200kN is hung by three vertical rods, each of 1m length and…

A: Solution; Formula; (dL)T+(dL)Lcu=(dL)T+(dL)LstαcuTLcu+PcuLcu/AcuEcu=αsTLs+PsLs/AsEs ..........(1)

Q: 2. The blocks shonn in figure weighs 35 Kips. Find the value h. 9' 12'x12' S.g water =1

Q: F 250 F 45° F Figure P2.20

A: Given Data: The three forces are equivalent and equal to F The resultant of the three forces is…

Q: 10 lb 25 lb 15 lb 1 ft

Q: The rigid bar AOB is pinned at O and connected to aluminum and steel rods. If the bar is horizontal…

A: Given A rigid bar connected to aluminum and steel rods, remains horizontal at any temperature.…

Q: A steel bar AD has a cross-sectional area of 0.40 in. 20.40 in. 2 and is loaded by forces P1=2700…

A: given data: P1=2700 lb P2=1800 lb P3=1300 lb Area =0.40 in2 a=60 in b=24 in c=36 in

Q: 2. The masses of the blocks are ma = 30 kg and mg = 70 kg. Between all of the contacting surfaces,…

Q: A uniform bar weighs 10 kN, carries is suspended Compute its 16. Refer to figure 7. vertically from…

A: statement of the hooks law- in a homogeneous isotropic elastic material under uniaxial loading and…

Q: A 2-ft rod with a modulus of elasticity of 8840 ksi, is subjected to a tensile force of 1000 lb and…

Q: Q.11. Two forces are applied to the construction bracket as shown. Determine the angle which makes…

Q: The cross-sectional dimensions of a beam are shown. a) If the bending stress at point K is 2810 psi…

A: Given :

Q: Pu Pu Pu Pu Pu Pu Pu * (a: 10' - F L K J I H * (a 10 - RI Ru 8@10'=80'

A: We can solve the truss by 2 methods Method of joints Method of sections Negative sign means…

Q: For :4 100 lb! Given the space force below, What is its y-component? 8. O A. 9.16 upward O B. 43.7…

Q: Determine the center of mass in y axis (y) of the homogeneous solid block. L = 0.45m 5L 4L 3L 2L 3L…

A: This question related to the Strength of Material.

Q: Assume that the truss is simply supported at joints M and E. Determine the stress at member HI if Pu…

Q: Use the method of joints to determine the force in each member of the truss shown. State whether the…

Q: Hi! Help me with this please. Thank you so much! In the equation D = Ks + C, C represents the.

Q: Determine the range of weights W for which the 100-lb block is in equilibrium. All wheels and pul-…

Q: 50 lb 3 - Replace the three forces acting on the bent pipe by a single equivalent force ( R).…

A: total horizontal force FX=50 lbtotal vertical force FY=60-40=20 lbSingle Equivalent force…

Q: Assume that the truss is simply supported at joints M and E. Determine the stress at member FC if Pu…

A: Given Data : at member FC Pu = 18.375 Kips area = 23 in2

Q: A steel bar is 6.0 ft long and has a circular cross section of diameter d₁ = 0.75 in. over one-half…

Q: What is the maximum s a. -0.50 lb b. -5.00 lb C. 0.625 lb d. 1.06 lb

A: 1 lb = .453 kg .1414 kg / ft * 10 rooot 2 = 2 kg = 4.41lb

Q: Calculate the moment of resistance of a doubly reinforced T- beam as shown in Fig. 7.9 having a…

Q: A compound bar consisting of bronze, aluminum, and steel segments is loaded axially as shown in the…

Q: 3 A bar of 30 mm diameter is subjected to a pull of 60 kN. The measured extension on gauge length of…

A: 8. Given:- P=60kN L=200mm change in length =0.09mm To find:- poisson's ratio and threee modulus of…

Q: What is the total elongation of steel bar having a diameter of 2 in. hanging over with a length of…

Q: 18 in. 6 in. 18 in. Steel B C Steel -Aluminum

Q: The force F has a magnitude of 80 lb and actswithin the octant shown. Determine the magnitudes of…

Q: The rigid bar AOB is pinned at O and connected to aluminum and steel rods. If the bar is horizontal…

A: Where ; Ra = For Aluminum Rod Rs = For Steel Rod

Q: 1. Compute the force in each member of the Warren truss shown in Fig. 1000 lb 3000 Ib MATHalino.com…

A: Analysis of Warren truss is as follows:

Q: Force L 250 3m A Force M Force N 3m Enabling Assessment: Calculste the FOrce acting in all membery…

A: To find force in all members of truss

Q: The cube is 12 inches in dimensions. The cylindrical hole is 5 inches in diameter and 6 inches…

Q: USE TI= 123 KN, T2= 456 KN, and T3 = 789 KN 6ft 4 3ft WHAT IS THE VECTOR FORCE OF T1? WHAT IS THE…

Q: The uniform 8-ft board is pushed down into the water so it makes an angle of 30 degrees with the…

Q: al From the figure, determine ?R.L of Q from A D E H1 H2

A: Using figure

Q: 2/6 Two forces are applied to the construction bracket as shown. Determine the angle which makes the…

Q: Determine the value of EIv (in lb ft3 )at midspan for the beam loaded by two concentrated forces if…

Q: 17. The simple beam shown supports the concentrated load P = 2000 N. Dimensions a and b are 1.2 m…

Q: Determine the range of weights W for which the (100-lb block is in equilibrium. All wheels and pul-…

Q: Q2. Determine the x and y components of the 800-lb force. 800 lb 40° y 60° 60°

A: Given that: Magnitude of force, F = 800 lb

Q: Determine the center of mass in y axis (ỹ) of the homogeneous solid block. L = 0.61m L 3L 1.8 m L 4L…

Q: A rectangular beam has a width of 280 mm and an effective depth of 500 mm. It is reinforced with…

A: Question is solved as per ACI CODE 318

Q: 1. Compute the force in each member of the Warren truss shown in Fig. 1000 lb 3000 lb D…

A: Appreciate if there is detailed work with explanation and finds you helpful for ease of…

Question

100%

14"
4.00"
14
1.5"
A,3 Bar@12"
Au8 N6 Bars
1. Årea of Steel, As, for the column =
%3D
2. What % steel is this?

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1: Area of Steel:

VIEW

Step 2: Calculate the % reinforcement:

VIEW

Step by step

Solved in 2 steps

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

FOR THE GIVEN PROPERTIES DESIGN d': 15 mm THE REINFORCEMENT OF : 400 mm b d = $80 mm fc = 33 MPa fy = 320 MPa Mu: 1 000 000 000 N mm A. USE B.USE OF NSCP 2001 NSCP 2015 BEAM THE BEAM 132 13 Gra mm of BELOW. #H 1606 210135 03 M 12437 P0122399/100mA 02338941 242
ASSIGNMENT: Derive the maximum steel ratio and the recommended steel ratio HAAX Pmax = 3 0.8501 fc fy 30.85/4/ fy Po.005 0.85/1 4 = 0,004 44=0.005
Using Animated Figure 6.19 estimate the (a) Brinell hardness (in HB), and (b) Rockwell hardness (in HRB) for a brass alloy having the stress-strain behavior shown in Animated Figure 6.12. а.) і HB b.) HRB
Locate the centroid y bar of the composite area, then determine the moment of inertia of this area about the centroidal xannouncement: pulg = inch
The rigid plate ABC shown in figure 2, was positioned on top of two identical steel posts, and the aluminum post was 0.1mm shorter than the steel posts at temperature of 50°C, if the allowable compressive stress in steel is limited to 120 MPa and in aluminum to 150 MPa, what is the maximum possible load P that can be supported on the rigid plate at temperature of 10°C ?
How to extract the length of the mamber CF
III. Locate the centroid of the composite area below. Y 50 80 mm, mm R=50mm 250mm R=65mm -- X 50 50 mm mm
What is the total length of extra bars at the midspan as shown below, se0 mm 500 mm 500 mm 1:00mm 0.30 L1+ +030 L2 s2 52 0.50L1- 0.50 -L1=7.50 m- L2 =3.00- -0.50 FIGURE 1. Reinforcement Detail MINIMUM DEVELOPMENT LENGHTS AND LAP LENGTHS MIN. LAP LENGTH en mpres 51 BARS MIN. DE VELOPMENT LENGTH 52 210 diameter in mm. 51 12 375 00 16 210 100 440 O 7.5 NONE OF THE CHOICES O 3.75 O 85
CONCRETE=C25STEEL=S420h=650mmb=300mmAs=As'=5Φ20
Compute the plastic
Permissible As in sechion to ensure tensile Compute the design strength of beam shown it 420 MPa , fc = 30 MPa . check the maximum %3D Permissible As in sechion to ensure tensile failure. 4¢25 stimpp10 q00 8432 300 mm
Figure 3 shows a truss where P = 40 kN and Q = 27 kN. The force reaction at A in the y-direction is FAy = 29 kN up and the force reaction at G in the y- direction is FGy = 38 KN up. In the question that folows, select ihe anawer that in choneat to the tre vale. What is the magnitude of the force in member KL in units of kN? O 38.7 O 58.7 52.0 453