Design of Steel Structures Part 4 pps

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DESIGN OF MASONRY STRUCTURES Part 4 ppsx

... isdifficult to apply them in particular cases in the absence of test results forthe materials being used. 4. 4 .4 Section 4: design of masonry(a) General stabilityInitial provisions of this section call ... middle fifth of the wall Φm can be determined from Fig. 4. 6using values of hef/tef and emk/t. Figure 4. 6, used in EC6, is equivalentto Fig. 4. 4, used in BS 5628, to obtain values of Φ and ... the absence of more precise data, the shear modulus may beassumed to be 40 % of E.Table 4. 7 Values of fvk0 and limiting values of fvk for general-purpose mortar (EC6)a©20 04 Taylor &...

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Design of Steel Structures Part 3 ppsx

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Design of Steel Structures Part 8 ppsx

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Design of Steel Structures Part 9 ppsx

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Inspection, Evaluation and Repair of Steel Structures Part 4 ppsx

... radiation beam, and accessibility to both sides of the parts to be inspected is required. EM 1110-2-60 54 1 Dec 01 4- 4 Figure 4- 2. Corrosion of rivet heads (2) Ultrasonic inspection. ... inspection of welds. The most commonly used frequencies are between 1 and 5 MHz, with sound beams at angles of 0, 45 , 60, and 70 degrees. During application of the method, all surfaces of the part ... should be free of weld spatter, dirt, grease, oil, paint, and loose scale. Applicable guidance documents include ASTM A435/A435M, ASTM A577/A577M, ASTM E1 14, ASTM E1 64, ASTM E2 14, ASTM E1316,...

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Inspection Evaluation And Repair Of Steel structures Part 4 docx

... 21.0 11.0 3.9 83 (12) 147 71.0 35.0 27.0 12.0 6 .4 2.2 97 ( 14) 92 44 .0 22.0 17.0 7.5 4. 0 1 .4 110 (16) 62 30.0 15.0 ... E’ 41 (6) 1,170 560.0 82.0 2 14. 0 94. 0 51.0 18.0 55 (8) 49 5 238.0 119.0 90.0 40 .0 22.0 7.6 69 (10) 250 122.0 61.0 46 .0 ... periodic inspection of hydraulic steel structures, if necessary. These methods, discussed in Chapter 4, include dye penetrant, magnetic particle, or eddy-current methods for inspection of cracks, and...

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Inspection Evaluation And Repair Of Steel structures Part 10 ppsx

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DESIGN OF MASONRY STRUCTURES Part 8 pps

... 10.9 mm diameter stabilized strands of characteristic strength of 1700 N/mm2. The area of steel provided is288mm2. The initial modulus of elasticity of the steel is 195 kN/mm2 andthe stress-strain ... GLNeglecting openings, etc., we have Gk=3.5×21×10.5+6 4. 8×21×10.5+(12×2.6 4. 25×2.85 +4 2×2 .42 4. 25×2.85+2×21×2.6×2.85+21×2×2×2 .42 ×2.85)×7=17 643 kN12.5 WIND LOADING12.5.1 General stabilityTo ... cross-section of the wall is shown in Fig. 11 .4. Thesecond moment of area is Fig. 11 .4 Section of the diaphragm wall for example 1.©20 04 Taylor & Franciscompressive stress at the base of the...

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DESIGN OF MASONRY STRUCTURES Part 10 pps

... -10°C to +40 °C Overall contraction of wall 30×10×10-6× 24 103=7.2mm Overall expansion of wall 40 ×10×10-6× 24 103=12.8mm The maximum movement at the top of the wall due to the sum of theseeffects ... infill and steel ␥mmpartial safety factor for compressive strength of masonry␥mspartial safety factor for strength of steel ␥mvpartial safety factor for shear strength of masonryεstrain ... of infill wall and detachment of brick slips as a result of frame shrinkage, (b) Detail of horizontal movement joint to avoid damage of thekind shown in (a).©20 04 Taylor & FrancisNddesign...

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