1![PAPER www.rsc.org/softmatter | Soft Matter Temporal evolution of cell focal adhesions: experimental observations and shear stress profiles PAPER www.rsc.org/softmatter | Soft Matter Temporal evolution of cell focal adhesions: experimental observations and shear stress profiles](https://www.pdfsearch.io/img/96b9443c84763d65a2ac19ca4cb24bf7.jpg) | Add to Reading ListSource URL: celladhesionlab.comLanguage: English - Date: 2017-12-15 09:41:37
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2![BE 110B W03 Test 4 Name: ____________________________ 1. Determine the state of stress at the intersection of the flange and web where the shear force and bending moment are most intense for a W10×22 beam (see attached BE 110B W03 Test 4 Name: ____________________________ 1. Determine the state of stress at the intersection of the flange and web where the shear force and bending moment are most intense for a W10×22 beam (see attached](https://www.pdfsearch.io/img/0b1093dcc2fb86241b01622029d52d2a.jpg) | Add to Reading ListSource URL: classes.mst.edu- Date: 2005-12-21 21:39:58
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3![BE 110C F02 Test 1 Name: ____________________________ 1. The clevis C and pin are made of steel having an allowable normal stress of σallow = 21 ksi and an allowable shear stress of τallow = 12 ksi. Determine the diam BE 110C F02 Test 1 Name: ____________________________ 1. The clevis C and pin are made of steel having an allowable normal stress of σallow = 21 ksi and an allowable shear stress of τallow = 12 ksi. Determine the diam](https://www.pdfsearch.io/img/ca399967ac5e94a0fa3a2b7d4103a3c9.jpg) | Add to Reading ListSource URL: classes.mst.edu- Date: 2005-12-21 21:33:50
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4![Stress and Strains in Soil and Rock Hsin-yu Shan Dept. of Civil Engineering National Chiao Tung University Stress and Strains in Soil and Rock Hsin-yu Shan Dept. of Civil Engineering National Chiao Tung University](https://www.pdfsearch.io/img/57722c7ce81f4b56c7f9cbe5d95eb745.jpg) | Add to Reading ListSource URL: www.cv.nctu.edu.twLanguage: English - Date: 2006-11-09 02:46:08
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5![A hollow aluminum shaft with an outside diameter of 100 mm and a wall thickness of 5 mm has an allowable shear stress of 40 MPa A hollow aluminum shaft with an outside diameter of 100 mm and a wall thickness of 5 mm has an allowable shear stress of 40 MPa](https://www.pdfsearch.io/img/649c92d22ff2af6232fadfea4e039dd4.jpg) | Add to Reading ListSource URL: classes.mst.eduLanguage: English - Date: 2008-04-17 12:26:49
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6![IDE 110 F07 Test 4 Name: __________________________ 1. The strain rosette shown was used to obtain normal strain data at a point on the free surface of a machine part. εa = 550μ, εb = -730μ, and εc = -375μ. Poisso IDE 110 F07 Test 4 Name: __________________________ 1. The strain rosette shown was used to obtain normal strain data at a point on the free surface of a machine part. εa = 550μ, εb = -730μ, and εc = -375μ. Poisso](https://www.pdfsearch.io/img/0ae9849134325405e72463607b5b4f33.jpg) | Add to Reading ListSource URL: classes.mst.eduLanguage: English - Date: 2007-12-05 14:59:32
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7![Mechanics / Soil mechanics / Engineering / Geology / Landslides / Seismology / Geotechnical engineering / Environmental soil science / Shear strength / Effective stress / Fracture / Pore water pressure Mechanics / Soil mechanics / Engineering / Geology / Landslides / Seismology / Geotechnical engineering / Environmental soil science / Shear strength / Effective stress / Fracture / Pore water pressure](/pdf-icon.png) | Add to Reading ListSource URL: iplhq.orgLanguage: English - Date: 2015-07-30 11:36:11
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8![A hollow aluminum shaft with an outside diameter of 100 mm and a wall thickness of 5 mm has an allowable shear stress of 40 MPa A hollow aluminum shaft with an outside diameter of 100 mm and a wall thickness of 5 mm has an allowable shear stress of 40 MPa](https://www.pdfsearch.io/img/1e2554d36201a873b1e91f8576ec788e.jpg) | Add to Reading ListSource URL: classes.mst.eduLanguage: English - Date: 2008-05-07 15:13:50
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9![Modeling the effect of pore and crack interactions on the effective elastic properties of fractured porous rocks Modeling the effect of pore and crack interactions on the effective elastic properties of fractured porous rocks](https://www.pdfsearch.io/img/efc81be499826188d69e1ffd0bf446cd.jpg) | Add to Reading ListSource URL: www.rpl.uh.eduLanguage: English - Date: 2013-08-30 15:11:38
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10![Acta Geotechnica DOIs11440RESEARCH PAPER Mechanics of origin of flow liquefaction instability Acta Geotechnica DOIs11440RESEARCH PAPER Mechanics of origin of flow liquefaction instability](https://www.pdfsearch.io/img/7d33791a5d26cfe25aafb7a6e1eb5f1c.jpg) | Add to Reading ListSource URL: www.geomechanics.caltech.eduLanguage: English - Date: 2016-06-08 17:41:42
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