Design of Steel Structures Part 6 pptx
Inspection, Evaluation and Repair of Steel Structures Part 6 pptx
... src="data:image/png;base64,iVBORw0KGgoAAAANSUhEUgAAAkIAAAGfCAIAAAA8jSo7AAAACXBIWXMAABYlAAAWJQFJUiTwAAAgAElEQVR42u3dWZajurIAUKhV8zIemWFkNiPjfeiWno5ojDvavT9qZTmdaScGhSLUUBQAsFtlURRd1zkQAOwvhpXlH0cBgP0SxgAQxgBAGAMAYQwAYQwAhDEAEMYAQBgDQBgDAGEMAIQxAIQxABDGAEAYAwBhDABhDACEMQAQxgBAGANAGAMAYQwAhDEAhDEAEMYAYBl/HQLgVNq2vVwuE999PB5FUVRVFb7YjsfjUVXV2Lfi247/xsfDf3/9d1VVdb/flz8sZVEUXdc5s+ETTdPcbreJRrNpmqIo...
Ngày tải lên: 11/08/2014, 09:20
Advances in Steel Structures - part 6 pptx
... Cold-Formed Steel Structures, AS/NZS 460 0:19 96. Sully, R and Hancock, GJ (19 96) . "Behaviour of Cold-Formed SHS Beam Columns", Journal of Structural Engineering, ASCE 122:3, 3 26- 3 36. Sully, ... are presented of the behaviour of quite simple structures which illustrate the roles of thermal expansion, loss of material strength, the relative stiffness of a...
Ngày tải lên: 07/07/2014, 06:20
Inspection Evaluation And Repair Of Steel structures Part 6 docx
... displacement t EM 1110-2 -60 54 1 Dec 01 6- 1 Chapter 6 Structural Evaluation 6- 1. Purpose of Evaluation a. Structural evaluation is the process of determining the capability of a structure ... et al. 1989). 6- 2. Fracture Behavior of Steel Materials a. The operating service temperature of a steel structure has a significant effect on the fracture beh...
Ngày tải lên: 05/08/2014, 11:20
DESIGN OF MASONRY STRUCTURES Part 2 pptx
... are incorporated in codes of practice, as set out in Chapter 4 for BS 562 8 and Eurocode 6. 3.2.3 Some effects of unit characteristics The apparent strength of a unit of given material increases ... restrained deformation of the mortar in the bed joints of the masonry. 2. The apparent crushing strength of the unit in a standard test is not a direct measure of the strength o...
Ngày tải lên: 08/08/2014, 13:21
DESIGN OF MASONRY STRUCTURES Part 6 doc
... strength of panel=10N/mm 2 • Partial safety factor for masonry=3.1 • Section modulus for each column =60 0 cm 3 • Section modulus for each beam=800 cm 3 • Yield stress of steel= 250N/mm 2 • Partial ... capable of carrying a triangular load of masonry in which the span of the beam represented the base of an equilateral triangle. The method allowed for a proportion of the self- w...
Ngày tải lên: 08/08/2014, 13:21
Design of Steel Structures Part 2 doc
... restraint against web rotation, the method given in 5.3 of BS 5950-5:1998 may be used. 6. 6 Chapter 6 Buckling resistance a) Expression 6. 4a Expression 6. 4a is incorrect and should be replaced by the ... flanges. d) 6. 2.3(7)P For non-symmetrical cross-sections, the maximum stress should be determined by second-order analysis. e) 6. 3(1)P Alternatively, M cr can be obtained from...
Ngày tải lên: 10/08/2014, 11:22
