A ruler is clamped at0.36 ку=weightweight is atdeflection atdeflection atIt isWhat areruler asx=17cmuniform beanax = 3cm and x = 30cmx=16cmisx = 20cm is1.5mmInnthe value functions for modelling thebeam? (length, load, boundary Conditions• Estimate the flexural rigidity of the ruler.

A ruler is clamped at x=3 cm and x=30 cm,Weight of 0.36 kg is concentrated at x=17 cmDeflection at…

Answered: A ruler is clamped clamped at weight…

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

A 5.0m simple beam supports the given floor loads Wu and a concentrated load Pu due to the wall transverse to the given beam. Answer the following questions given the sections of the beam. Calculate the effective depth of the section in PART A in mm.0 Use 3 decimal places in all your computations except for strain and rho(5 decimal places).
Determine the slope at the left support A (in degrees.). The beam is loaded with a moment load M = 15 kN-m at its midspan. EI is constant and equal to 36,159 kN-m^2. Use length of beam L = 8 m. ROUND OFF TO FIVE DECIMAL PLACES. USE STORED VALUES.
A rigid bar AB if of a length B = 66 in. is. hinged to a support at A and supported by two vertical wires attached at points C and D (see figure). Both wires have the same cross-sectional area (A= 0.0272 in2) and are made of the same material (modulus E = 30 X 106 psi). The wire at C has a length h = 18 in. and the wire at D has a length twice that amount. The horizontal distances are c = 20 in. and d = 50 in. (a) Determine the tensile stresses ac find aD in the wires due to the load P = 340 lb acting at end B of the bar. (b) Find the downward displacement 8B at end B of the bar.
A wide flange section is used as beam to support a concrete floor system. The beam is simply supported over a span of 6m. The properties of the section are given as follows:Depth, d = 498mmWeb thickness, tw = 56mmMoment of Inertia about x-axis, Ix = 3417 x 106 mm4Section Modulus about x-axis, Sx = 13730 x 103 mm3Self-weight, wself-weight = 7.32 kN/mAssume the beam is laterally supported over its length with its allowable stress in bending is 0.66Fy and its allowable shear stress is 0.40Fy assuming direct shear stress is used as basis instead of flexural shear stress. The allowable deflection is set at L/360. Use A36 steel with Fy = 250 MPa. (a) Compute for the safe uniform load (w) without exceeding the allowable shear stress. (b) Compute for the safe uniform load (w) without exceeding the allowable bending stress. (c) Compute for the safe uniform load (w) without exceeding the allowable deflection.
Determine the vertical displacement of joint A. Each A992 steel member has a cross-sectional area of 400 mm2.
Determine thy vertical displacement (mm) of joint B. Support A is roller and support D is hinge. A=2500 mm2 E=200 GPa
A cantilever beam AB with a circular crosssection and length L = 750 mm supports a loadP = 800 N acting at the free end (see figure). Thebeam is made of steel with an allowable bendingstress of 120 MPa.(a) Determine the required diameter dmin (figurepart a) of the beam, considering the effect of thebeam’s own weight.(b) Repeat part (a) if the beam is hollow with wallthickness t =d /8 (figure part b); compare thecross-sectional areas of the two designs.
A beam is subjected to equal bending moments of Mz = 55kipft The cross-sectional dimensions are b1= 6.3 in.. d1 = 1.5in b2 = 0.6in d2 = 6.2in b3 = 2.8in and d3= 2.2in Determine: (a) the centroid location (measured with respect to the bottom of the cross-section), the moment of inertia about the z axis, and the controlling section modulus about the z axis. (b) the bending stress at point H. Tensile stress is positive, while compressive stress is negative. (c) the bending stress at point K. Tensile stress is positive, while compressive stress is negative. (d) the maximum bending stress produced in the cross section. Tensile stress is positive. while compressive stress is negative.
Calculate the member force on member HF in Kips? Specify if T or C. 87.6 C 105.9 C 79.7 C 97.5 C 112.1 C
you did not use the correct value, a=5m and b= 2m, also, the force is q =5.1kn/m and not 5.3 kn/m can you do it with the right value please, or explain step by step without wrong value
Three steel rods, each having a cross-sectional area of 500 mm2, are assembled in a symmetrical manner, ass shown in the igure. Assume that steek behaves as a linear elastic material with E= 200 GPa. Determine the deflection of joint A due to a downward force of P= 2MN
Calculate the bearing reactions of the figure given below and draw MNT diagrams. Point A is mobile, point B is ankstre support. The point G is the joint. ( q=14kN/m ; F=22kN ; M0=15kNm ; a=3m )

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

A ruler is clamped clamped at weight 0-36 ку weight is at = deflection at deflection at It is x=17cm x = 3cm and x= 30cm x=16cm is x = 20cm is a uniform bean 1.5mm Inn