Structural Calculation Examples https://www.thestructuralengineer.info Tue, 16 Jul 2019 16:20:54 +0000 Joomla! - Open Source Content Management en-gb Calculate the Maximum Shear Stress https://www.thestructuralengineer.info/education/structural-calculation-examples/item/894-calculate-the-maximum-shear-stress https://www.thestructuralengineer.info/education/structural-calculation-examples/item/894-calculate-the-maximum-shear-stress Calculate the Maximum Shear Stress

A steel bar with diameter d = 14 mm is subjected to a tensile load P = 10 kN (see figure). (a) What is the maximum normal stress σmax in the bar? (b) What is the maximum shear stress τmax?

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ktsantilas@thestructuralengineer.info (TheStructuralEngineer.info) Structural Calculation Examples Tue, 18 Jun 2019 07:45:24 +0000
Calculate the Axial Forces of the Truss Members https://www.thestructuralengineer.info/education/structural-calculation-examples/item/883-calculate-the-axial-forces-of-the-truss-members https://www.thestructuralengineer.info/education/structural-calculation-examples/item/883-calculate-the-axial-forces-of-the-truss-members Calculate the Axial Forces of the Truss Members

Find the axial forces of the members 2-3, 9-3 of the truss for the given loads.

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ktsantilas@thestructuralengineer.info (TheStructuralEngineer.info) Structural Calculation Examples Thu, 16 May 2019 09:00:37 +0000
Torsional Moment-Stress https://www.thestructuralengineer.info/education/structural-calculation-examples/item/870-torsional-moment-stress https://www.thestructuralengineer.info/education/structural-calculation-examples/item/870-torsional-moment-stress Torsional Moment-Stress

Calculate the max stress because of torsional moment on the outer layer of a steel hollow rod when two forces act on it from a distance of 50mm from the center.

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ktsantilas@thestructuralengineer.info (TheStructuralEngineer.info) Structural Calculation Examples Wed, 17 Apr 2019 07:51:02 +0000
Shear bolt connection EC3 https://www.thestructuralengineer.info/education/structural-calculation-examples/item/857-shear-bolt-connection-ec3 https://www.thestructuralengineer.info/education/structural-calculation-examples/item/857-shear-bolt-connection-ec3 Shear bolt connection EC3

Check the shear connection for the IPE450-S275 for the design shear VEd=500KN. Bolts M20-8.8, plate thickness t=20mm.

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ktsantilas@thestructuralengineer.info (TheStructuralEngineer.info) Structural Calculation Examples Mon, 18 Mar 2019 09:42:44 +0000
Calculate the location of point load https://www.thestructuralengineer.info/education/structural-calculation-examples/item/843-calculate-the-location-of-point-load https://www.thestructuralengineer.info/education/structural-calculation-examples/item/843-calculate-the-location-of-point-load Calculate the location of point load

Calculate the distance x for locating point load so that the moment on the beam at point B is zero.

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ktsantilas@thestructuralengineer.info (TheStructuralEngineer.info) Structural Calculation Examples Thu, 14 Feb 2019 10:25:48 +0000
Calculation Example – Angular acceleration, angular velocity. https://www.thestructuralengineer.info/education/structural-calculation-examples/item/826-calculation-example-torsional-moment-stress https://www.thestructuralengineer.info/education/structural-calculation-examples/item/826-calculation-example-torsional-moment-stress Calculation Example – Angular acceleration, angular velocity.

The column A moves to the right with variable speed V(t)=4*Vo*t+c. Calculate the angular velocity and the angular acceleration of the beam B. The beam is pinned at one end. (c is constant).

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igiannoutsos@geoengineer.org (TheStructuralEngineer.info) Structural Calculation Examples Mon, 14 Jan 2019 00:00:00 +0000
Calculation Example – Torsional moment-Stress. https://www.thestructuralengineer.info/education/structural-calculation-examples/item/815-calculation-example-torsional-moment-stress https://www.thestructuralengineer.info/education/structural-calculation-examples/item/815-calculation-example-torsional-moment-stress Calculation Example – Torsional moment-Stress.

Calculate the max stress because of torsional moment on the outer layer of a steel hollow rod when two forces act on it from a distance of 200mm from the center.

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igiannoutsos@geoengineer.org (TheStructuralEngineer.info) Structural Calculation Examples Mon, 10 Dec 2018 16:30:11 +0000
Calculation Example – Member Diagram. Triangular load. https://www.thestructuralengineer.info/education/structural-calculation-examples/item/803-calculation-example-member-diagram-triangular-load https://www.thestructuralengineer.info/education/structural-calculation-examples/item/803-calculation-example-member-diagram-triangular-load Calculation Example – Member Diagram. Triangular load.

Determine the diagrams for moment and shear for the following pinned at two ends beam for a triangular load. Total length 12m. EI constant. Units KN,m.

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igiannoutsos@geoengineer.org (TheStructuralEngineer.info) Structural Calculation Examples Mon, 19 Nov 2018 13:30:25 +0000
Calculation Example – Shear bolt connection EC3. https://www.thestructuralengineer.info/education/structural-calculation-examples/item/792-calculation-example-shear-bolt-connection-ec3 https://www.thestructuralengineer.info/education/structural-calculation-examples/item/792-calculation-example-shear-bolt-connection-ec3 Calculation Example – Shear bolt connection EC3.

Check the shear connection for the IPE450-S275 for the design shear VEd=300KN. Bolts M20-8.8, plate thickness t=15mm.

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igiannoutsos@geoengineer.org (TheStructuralEngineer.info) Structural Calculation Examples Tue, 30 Oct 2018 13:36:16 +0000
Calculation Example – Buckling of Column (EC3). https://www.thestructuralengineer.info/education/structural-calculation-examples/item/776-calculation-example-buckling-of-column-ec3 https://www.thestructuralengineer.info/education/structural-calculation-examples/item/776-calculation-example-buckling-of-column-ec3 Calculation Example – Buckling of Column (EC3).

Check the column for buckling according to EC3. HEB300/S275 and axial force NEd=1500KN. The column (L=12m) is pinned at the two far ends (strong axis y-y). The column is pinned every 4m at the weak axis z-z.

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igiannoutsos@geoengineer.org (TheStructuralEngineer.info) Structural Calculation Examples Tue, 25 Sep 2018 12:42:23 +0000