Read the question carefully and give me all three right solutions An HSS 16 x 16 x 1/2 (A = 28.3 in?, twall = 0.465 in, r, = ry 6.31 in) with Fy = 46 ksi is used for an18 ft long column with simple end supports (K = 1.0). E = 29,000 ksi.(a) Calculate b/t and classify this element (nonslender element or slender element).(b) Calculate KL/r(c) Calculate Fer.

Data Given: Column section=16×16×12Gross area =A=28.3 in2b=16 in, t=0.465 inry=6.31 inL=18 ftFy=46…

Answered: An HSS 16 x 16 x 1/2 (A = 28.3 in?,…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

solve for deformation in figure B. given V= 10-0 and area = 2.0in^2
7. Determine the axial force in member DE in kN. Use F1 = 70 kN, F2 = 77 kN, x = 2.27 meters, y = 3.90 meters. Round off to two decimal places. Input the numerical value only.
For the truss shown, determine the maximum axial stress experienced. P= 70 Ex. (1.5P) = 1.5(70) = 105 (2.5P) = 2.5(70) = 175 All cross-sectional area is 300 sq. meter. P is in kN
For the truss shown, determine the maximum axial stress experienced. P= 70 Ex. (1.5P) = 1.5(70) = 105 (2.5P) = 2.5(70) = 175
Determine the force in each member of the structure and establish whether the members are in tension or compression. Establish P1= 45 KN, P2= 30 KNSolve the problem considering the following: The force P1 will be the maximum point of a triangularly distributed load with a horizontal distribution of X meters.You must leave the solution in terms of X and show the particular solution when X is equal to 0m and 2m.
A downward load of Q = 33 kN is applied to rigid bar ABD as shown in the sketch. Axial member CDE is subjected to a downward load of P = 27 kN at joint E plus a force at joint D from the rigid bar. The axial member has an elastic modulus of E = 69 GPa and a cross-sectional area of A1 = A2 = 145 mm2. Assume that a = 390 mm, b = 220 mm, c = 630 mm, and d = 490 mm. Determine the vertical displacement of joint E. Draw a free body diagram of rigid bar ABD, and determine the magnitude of the vertical reaction force at pin D.Answer:D = kN
A part of slab is given in the figure. The slab is supported by secondary beams AB, CD and EF which are placed with a 50cm spacing. The secondary beams transfer the load they carry to the main beams.In the figure, AE and FB are the visible part of the main beams. Finally, main beams are supported by the columns at both ends. The slab is under uniformly distributed load q=4.5 kN/m2. The span length L is 3,5 m. Determine the dimendions of rectengular cross-sections of timber beams CD and the main beam which has a length of 4 m.
A beam has a concentrated load (Pu) at midspan and has a fixed support at both ends. If the beam properties are given below, what is the stress at bottom of the beam section at 3.41 from the support. (MPa) Properties: Beam width = 206 mmBeam height = 495 mmPu = 66.2 kNSpan of the beam = 11 mPrestressing force = 335 kNeccentricity = 105 mm
shows the floor framing plan of a reinforced concrete building. All beams are 300 mm x 600 mm. The properties are as follows: slab thickness = 100 mm; super imposed dead load = 3 kPa; live load = 4.8 kPa; concrete unit weight = 24 kN/m3. The columns at E and H are deleted thus girder BEHK alone supports beam DEF at E and beam GHI at H. Calculate the total ultimate load in kN concentrated at E induced by beam DEF using tributary area method.
Determine the Global stiffness matrix of the continuous beam shown. Assume EI is 150kN -m² is constant for each element.*For uniform load Q= 48 kN/m*For concentrated load P= 48 kN
2.Determine the vertical displacement of joint A (a) if members AB and BC experience a temperature increase of ΔT = 200°F. Take A = 2 in^2 and E = 29(10^3) ksi. Also, a = 6.60 (10^-6)/°F. (b) if member AE is fabricated 0.5 in. too short. Include the effect of external forces in both cases.
A cantilever beam supports the loads shown. The cross-sectional dimensions of the shape are also shown. Assume a = 0.6 m, PA = 2.5 kN, PB = 7.0 kN, PC = 4.0 kN, d = 100 mm, bf = 110 mm, tf = 10 mm, tw = 7 mm. Determine(a) the maximum vertical shear stress.(b) the maximum compression bending stress.(c) the maximum tension bending stress. See the coordinate system for the beam in the problem figure with the origin of the x axis at the fixed support. Consider four points along the beam’s axis:Point A at x = 1.8 mPoint B at x = 1.2 mPoint C at x = 0.6 mPoint D at x = 0Break the beam into three segments: AB, BC, and CD. Enter the shear force in each segment with its correct sign based on the coordinate system in the problem figure and the sign convention for shear forces in Chapter 7.Answers: VAB = kN VBC = kN VCD = kN Enter the maximum shear force magnitude in the beam. Since this is a magnitude, enter a positive value.Answer: Vmax = kN Enter the…

SEE MORE QUESTIONS

Recommended textbooks for you

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Fundamentals of Structural Analysis

Civil Engineering

ISBN:

9780073398006

Author:

Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning

Publisher:

McGraw-Hill Education

Sustainable Energy

Civil Engineering

ISBN:

9781337551663

Author:

DUNLAP, Richard A.

Publisher:

Cengage,

Traffic and Highway Engineering

Civil Engineering

ISBN:

9781305156241

Author:

Garber, Nicholas J.

Publisher:

Cengage Learning

SEE MORE TEXTBOOKS

An HSS 16 x 16 x 1/2 (A = 28.3 in?, twall = 0.465 in, r, = ry 6.31 in) with F, = 46 A 18 ft long column with simple end supports (K = 1.0). E = 29,000 ksi. (a) Calculate b/t and classify this element (nonslender element or slender element). (b) Calculate KL/r (c) Calculate Fer.