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A circular arched rib of 20m circular $H_m$ is hinged at the crown and springings.It carries a point load of 100KnN at 5m from the left hand hing.
structural analysis updated 4.5 years ago by teamques10 ★ 70k
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Determine the degree of static and kinematic indeterminacy of the following structures:
structural analysis updated 4.5 years ago by pg1118329 • 0
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Determine the degree of static and kinematic indeterminacy of the following stuctures
structural analysis updated 4.5 years ago by pg1118329 • 0
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For the beam shown in figure, draw qualitative ILD for $V_A, V_B, SF_E and BM_E$.
structural analysis updated 7.4 years ago by sushanth2071 • 0
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Draw ILD for axial force in member DH of a bridge truss span 12m as shown in figure.
structural analysis updated 7.4 years ago by sushanth2071 • 0
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Using Maxwells reciprocal theorem find the deflection at point C for the cantilever beam loaded as shown. Take EI= Constant.
structural analysis updated 7.4 years ago by sushanth2071 • 0
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State the propositions used in conjugate beam method to find slope and deflection and convert the following beams used in to conjugate beams
structural analysis updated 7.4 years ago by sushanth2071 • 0
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Based on basic approaches, classify the various method used to find displacement in structures. Which one of these method is most versatile in your opinion? Give reason for your choice.
structural analysis updated 4.2 years ago by phenjoisilab • 0
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For a rigid joint plane frame shown in figure, find support reactions and draw FBD for all three members. Also draw AFD, SFD, and BMD for the frame, indicating points.
structural analysis updated 3.9 years ago by phenjoisilab • 0
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Determine horizontal movement of roller support at D in a rigid jointed plane frame loaded as shown. Use Virtual Work method. Note that there is an internal hinge at B.
structural analysis updated 7.4 years ago by sushanth2071 • 0
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Using the Unit load method or any other Energy method, determine vertical deflection of joint E of the pin jointed truss loaded as shown in figure. Take AE =Constant for all the members.
structural analysis updated 7.4 years ago by sushanth2071 • 0
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An unsymmetrical 3 hinged parabolic arch is loaded as shown in figure. Locate the position of third hinge C and determine
structural analysis updated 7.4 years ago by sushanth2071 • 0
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In an unsymmetrical cable of span 40 m is loaded as shown, find cable tension T at point D, located 15m away from left support A.
structural analysis updated 7.4 years ago by sushanth2071 • 0
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A 3 hinged stiffening girder of a suspension bridge of span 120m is subjected to a live load of length 25m and intensity 30KN/m moving from left to right .
structural analysis updated 4.0 years ago by phenjoisilab • 0
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Figure shows the symmetrical I- section of a cantilever beam of span 3m. Flange size 200mm x 200mm and web size 12mm x 360mm.
structural analysis updated 4.1 years ago by phenjoisilab • 0
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Design a laterally unsupported beam with 6.5m simply supported effective span, subjected to UDL of 22 KN/m over entire span and a point load of 50 KN at mid span. Depth of beam is restricted to 330
structural analysis updated 4.6 years ago by alfaizkhan8354 • 10
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answer this question
structural analysis updated 4.4 years ago by colabrun1443 • 20
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Determine the structure stiffness matrix K for the frame.
structural analysis updated 4.3 years ago by yashbeer ★ 11k
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Analyze the frame using stiffness matrix method. Draw shear force and bending moment diagram
structural analysis updated 4.3 years ago by yashbeer ★ 11k
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