141. A fillet weld whose axis is parallel to the direction of the applied load, is known as
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142. In a fillet weld placed on the sides of the base, the metal experiences
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143. The effective length of a weld, is taken as the actual length
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144. On steel structures the dead load is the weight of
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145. The tensile strength of mild steel for bolts and nuts should not be less than
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146. According to IS : 800--1962, the coefficient of expansion of steel per degree centigrade per unit length, is taken as
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147. Secant formula for direct stress in compression, is applicable only for slenderness ratio upto
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